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R-99-12-16-13D1 - 12/16/1999RESOLUTION NO. R- 99- 12- 16 -13D1 WHEREAS, the City of Round Rock has duly advertised for bids for the construction of the West Water Transmission Main, and WHEREAS, Garney Company, Inc. has submitted the lowest and best bid, and WHEREAS, the City Council wishes to accept the bid of Garney Company, Inc., Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City a contract with Garney Company, Inc. for the construction of the West Water Transmission Main, a copy of said contract being attached hereto and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended, and the Act. RESOLVED this 16th day of De a.ia., 1999. ‘10240-0 . T A. STLUKA, ., Mayor EST: City of Round Rock, Texas CC e % L1/ IL_ LAND, City Secretary RAWPDOCS \RESOLOTI \R91216D1.WPD /sc December 9, 1999 Mr. Steve Miller, P.E. Utilities Engineer City of Round Rock 2008 Enterprise Round Rock, TX 78664 Re: City of Round Rock Water System Improvments West Transmission Potable Water Pipeline Dear Mr. Miller: hD: 1 On December 7, 1999 fifteen Bids were opened for the project referenced as the West Transmission Potable Water Pipeline. The Bids submitted are summarized for consideration in the attached table. The lowest qualified responsive Bidder for all three alternative pipeline sizes is Garney Companies, Inc. The Total Base Bid for the 24 -IN alternative was $1,597,999.00, $1,893,333.00 for 30 -IN, and $2,339,339.00 for 36 -IN. The Engineer's estimate of probable cost for the 24 -IN alternative was $2,100,000. All of the bids were based on ductile iron pipe. Both ductile and PVC were bid as alternate materials. The three altemative sizes and two different materials were bid to obtain the lowest possible bids and allow the City maximum flexibility in the selection of alternatives. By having two materials competing against each other, we believe we have been able to achieve significant savings. By having bids for three different pipe sizes, the City has the option of increasing the size of the line and extending its value to the City well into the future. After evaluating the three different line sizes, the options for future water supply (possibly from the south as opposed to all surface water entering the system from the north), and the City's need to begin improving the east side of the system, our recommendation is to construct this West Transmission line as a 30 -inch. A 30 -inch, rather than the larger 36 -inch, will meet the City's needs on the west side of town for more than 20 years, and it will reduce the expenditure for this project so the city can utilize the funds on the east side of town. Also, constructing the line as a 30 -inch coincides with the line size to which this line will be connecting. We have reviewed Garney's financial status, backlog of work, and project references and we have no concerns with their ability to perform the work indicated. Therefore, we are recommending award of the 30 -inch alternative to Garvey Companies, Inc. HDR Engineering, Inc. Employee - owned 2211 South IH 35 Telephone Suite 300 512 912 -5100 Forum Park Fax Austin, Texas 512 442 -5069 78741 HDR will prepare (4) Notice of Award packets that will be submitted to Gamey Companies, Inc. upon council approval. Please call should you have any questions or need any further information. Since ely, JanSes A. Yurczyk, Jr., P. E. Project Manager JAY /jay Enclosures Xc: , Garrey Companies, Inc. (w /o enclosures) City of Round Rock WEST POTABLE WATER PIPELINE Bid Opening - Tabulation Sheet Gamey Company, Inc. 1331N.W. Vivion Rd. Kansas City, M064118 816- 746 -7203 816. 741.4488 Martin K. Eby 1500 Brown Trail Bedford, TX 76022 817. 268.0514 817- 268 -1309 Heys Construction 1420 CR269 Leander, TX 78641 512. 259 -7770 512- 259 -7753 Deavers 1601 Rio Grande, 8 3443 Austin, TX 78701 512 -478 -1200 512- 478 -1216 Bland /Schroeder /Archer 2906 Industrial Terrace Austin, TX 78758 512-821-2808 512 -821 -2805 ITEM Bid Bond (Y /N) X X X X X Acknowledge Receipt of Addenda No. 1 and 2 (Y /N) X X X X X Section 00302: Vendor Compliance to State Law (Y /N) X X X X X Section 00303: Bidder's Questionnaire (Y /N) X X X X X BASE BID ITEMS Total Amount For Base Bid Items 1 and 2 11,597,999 51,787,000 51,835,000 11,846,718 11,887,130 ALTERNATIVE BID ITEMS Total Amount For Base Alternative Bid Items 1A and 1B 81,893,333 82,067,000 12,155,000 12,262 916 12 ,249,840 Total Amount For Base Alternative Bid Items 2A and 2B $2,339,339 82,537,000 82,665,000 52,724,896 12,780,700 . Material Supplier Section 15062 Pipe: Ductile 24 - Inch American American Cut Iron Pipe American US Pipe 30 - Inch American American Cast Iron Pipe American IJS Pipe 36 - Inch American American Cast Iron Pipe American US Pipe Section 15064 Pipe: Large Diameter Plastic Pipe 24 - Inch 30 - Inch 36 - Inch Section 15101: Gate Valves Clow U.S. Pipe ACT US Pipe Section 15114: Miscellaneous Valves aow Crispin ACT Hughes Supply City of Round Rock WEST POTABLE WATER PIPELINE Bid Opening - Tabulation Sheet City of Round Rock WEST POTABLE WATER PIPELINE Bid Opening - Tabulation Sheet 2 Triple H Construction, Inc. 945 S. Loop 4 Buda, TX 78610 512 -312 -1166 512-312-1788 Edward R. Coleman P.O. Box 50324 Austin, TX 78763 512- 245 -7145 512- 246 -2193 Berko, Inc. dba McGrand & Assoc 12400 5. Hwy. 71 W, 6 350 Austin, TX 78736 512- 263 -8905 512-263-8906 Cherokee Constntction 11652 JollyvilIe Bd. Austin, TX 78759 512-249-7180 512.28- 2867 Bay Maintenance 100 Bay West Blvd. Horshoe Bay, TX 78657 830. 598.2535 830 -598 -5006 ITEM Bid Bond (Y /N) X X X X X Acknowledge Receipt of Addenda No. 1 and 2 Y/N) X X X X X X X X X X X X Section 00302: Vendor Compliance to State Law (Y /N) Section 00303: Bidder's Questionnaire (Y /N) BASE BID ITEMS Total Amount For Base Bid Items 1 and 2 11,911,055.53 51,920,933 11,947,000 51,970,500 12,050,000 ALTERNATIVE BID ITEMS Total Amount For Base Alternative Bid Items lA and 1B 12,291,635.89 52,205,000 52,372,000 12,311,660 12,550,000 Total Amount For Base Alternative Bid Items 2A and 2B 52,731,687.08 52,686,950 52,892,000 52,857,149 53,100,000 Material Supplier Section 15062 Pipe: Ductile 24 - Inch US Pipe McWare Cast Iron Pipe US Pipe McWayne McWare 30 - Inch US Pipe McWare Cast Iron Pipe US Pipe American McWare 36 - Inch US Pipe McWare Casr Iron Pipe US Pipe American McWare Section 15064 Pipe: Large Diameter Plastic Pipe 24 - Inch 30 - Inch 36 - Inch Section 15101: Gate Valves U5 Pipe Hughes Supply Clow Clow US Metro Seal Section 15114: Miscellaneous Valves US Filter Hughes Supply APCX3.CAV American Flow Control City of Round Rock WEST POTABLE WATER PIPELINE Bid Opening - Tabulation Sheet 2 City of Round Rock WEST POTABLE WATER PIPELINE Bid Opening - Tabulation Sheet 3 Cash Construction 18607 Wilke Lane Pflugerville, TX 512-251-7872 512 -251 -2578 Capitol Excavation 39015. Lamar, 9 260 Austin, TX 78704 512- 440.1717 512- 440 -0844 Guerra Construction 4501 E. 51. Elmo Austin, TX 78744 512- 444 -9555 512- 444 -2077 Hoot Johnson RI. 2, Box 145 Hillsboro, TX 76645 254. 582.7473 254 -582 -8667 Pate Brothers Const. 4250 Hwy. 77, 9 12 Carpus Christi, TX 78410 281- 353.1444 281 -3535 -9091 ITEM Bid Bond (Y /N) X X X X X Acknowledge Receipt of Addenda No. 1 and 2 (Y /N) X X X X X Section 00302: Vendor Compliance to State Law (Y /N) X X X x Section 00303: Bidder's Questionnaire (Y /N) X X X X BASE BID ITEMS Total Amount For Base Bid Items 1 and 2 82,164,000 52,200,274 82,203,400 52,421,087 82,444,000 ALTERNATIVE BID ITEMS Total Amount For Base Alternative Bid Items lA and 1B 82,568,000 52,560,000 52,766,000 52,952,656 83,122,800 Total Amount For Base Alternative Bid Items 2A and 2B 83,144,000 53,100,000 53,370,000 53,692,628 53,771,900 Material Supplier Section 15062 Pipe: Ductile 24 - Inch American Cast Iron Pipe US Pipe U5 Pipe pe US Pipe 1J5 Pipe US Pipe L15 Pipe 30 - Inch American Cast Iron Pipe American Cast Iron P' 4� - Inch Section 15064 Pipe: Large Diameter Plastic Pipe 24 - Inch 30 - Inch 36 - Inch Section 15101: Gate Valves _ American Flow control US J. Waterous Section 15114: Miscellaneous Valves APC) US Clow J.M Warerous City of Round Rock WEST POTABLE WATER PIPELINE Bid Opening - Tabulation Sheet 3 DATE: December 10, 1999 SUBJECT: City Council Meeting — December 16, 1999 ITEM: 13.D.1. Consider a resolution authorizing the Mayor to execute a construction contract to Gurney Company, Inc. for the West Water Transmission Main. A total of 15 bids were received for this project. The bid tabulation details the schedule of the prices. Gamey Company, Inc. submitted the lowest and best bid of $1,893,333.00 for a 30 -inch pipeline. HDR Engineering, Inc. and staff recommend approval of the contract. Staff Resource Person: Jim Nuse, Public Works Director. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF ROUND ROCK WEST TRANSMISSION POTABLE WATER PIPELINE HDR ENGINEERING, INC. 2211 S. 1H-35, Suite 300 Austin, Texas 78741 CONTRACT DOCUMENTS AND SPECIFICATIONS FOR CITY OF ROUND ROCK, TEXAS November 1999 APPROVED BY CITY EY ......... A s 4tasslisIociir ADDENDUM NO. 1 TO CONTRACT DOCUMENTS, SPECIFICATIONS, AND DRAWINGS FOR WEST TRANSMISSION POTABLE WATER PIPELINE This Addendum will be considered part of the Contract Documents and is issued to change, amplify, add to, delete from, or otherwise explain the Contract Documents. Where provisions of this Addendum differ from those of the original Contract Documents, this Addendum will take precedence and govern. Bidders are hereby notified that they will incorporate this Addendum into their bids, and it will be construed that the Contractor's Bid will reflect with full knowledge all items, changes, and modifications to the Contract Documents herein specified. Bidders will acknowledge receipt of this Addendum in the space provided on the Bid Form. General 1. Meeting notes and List of Attendees from Pre -bid conference held on November 30, 1999 is attached. 2. Planholders List as of December 2, 1999 is attached. Contract Documents and Specifications 1. Section 00805, Page 4, Item 2.11.8: Strike Item. 2. Section 00805, Page 5, Item 2.11.12: Strike Item and replace with following text: "Owner will provide for a one time general staking of route alignment, noting points every 500 linear feet, and at changes in horizontal direction, and at connection points, and at any road or rail crossings. Stalthig will include both horizontal and vertical control at each location in ecaelation with the Contract Drawings, either along the centerline or using an offset/cut notation at Contractor's option. Any and all other staking or remedial staking due to lack of care during construction will be at the cost of the Contractor." 3. Section 02270, Page 1, Item 1.04: Add the following Item: "1.04 SUPPLEMENTAL INFORMATION A. Temporary Erosion Control: Temporary erosion control measures shown on the Contract Drawings are based on a preliminary review of site contours provided from a rough field survey. These controls are to be provided AS A MINIMUM and are not considered the final controls acceptable under the NPDES criteria. Per GC Article 6, Contractor is responsible for the means and methods of construction and is therefore required to provide a. suitable plan meeting NPDES and TPDES requirements as specified in Section 01100 Permits. Contractor is responsible for providing all additional controls as required at no additional cost to Owner and shall provide for such in their Bid Contractor shall submit copy of approved plan for Owner's information." Page ADD1 -1 4. Section 02930, Page 2, Item 2.01, C: Add the following Item: " 1. Grass Seed Mixture for areas along Wyoming Springs Rd. right-of-way. Seed mixture to be used for all areas disturbed on Sheets ICO1 through 1C04 should consist of the proportions as outlined in the Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges (1995) under Item 164 for District 14." Contract Drawings 1. Drawing No. 1C01: Change note at Sta. 6 +50 on profile from "- 2.48 to "+2.48°1. ". 2. Drawing No. 1001: Change note on plan view indicating combination air/ vacuum relief valve at Sta. 11+46 from "6'"' to "A" 3. Drawing No. 1C04: Strike note on plan view near Sta 45+00 stating "STA 45+67 INSTALL 6" COMBINATION AIR VACUUM RELIEF VALVE" 4. Drawing . No. 2CO3, Detail 4: Strom note stating "FOR VAULTS INDICATED AS "PROVIDE WITH MANWAY" PROVIDE ... FOR DIRECT CONNECTION" END OF ADDENDUM eigt ,2 -oZ -11 Page ADDI -2 M I M— MI M O M N M MI ON N S NM MN MI r =II 07f6.o4®A38 120099 elty of Rung Reck WeetTranereleNar Pebble Wider Pipeline Bid Opening: 42107/89 Page 1 W E"M N - sir MM_ �' rILML Tiri ®MULEMS R17 :i MU !MINIM F7. � •- - M■F;iiL UEI m^rr: ] `]lam l C`irT' ait OMM 1 1 _-L 5129124102 IMMEUE',-I ..L . . ' =�,, Ems• " EA '_"`:1E 7 3 C INSLZINr 'y,!T - i — • __ Y�L".v Pr WTLLT3 _ VLETT;'fl 4 "1= 11 . 7" '^f 11ETS JM 210- 349-4921 Ii �[�jjU IRE =DM lEIGIZIMNII=CL=111111111P.- 'UMIJMIlr =WO= .[E.1•11 t„ ConaacieB * :ci. i f'R"'•1f %�lir " �� iit�Qk*![�kFl� U111. r •Uf - c_ `r T 1� OF C 1 -+ M=UMW � - D=III Round Rock FII F i a f rr?011ir 111 r iF�rr (+i1- ' :rich =1=M 1•1 *'-EML F: - 7 Contractor r— T ' i.. memo kr :5'47 "TIr',`'I R+TT i?1 F�F ib�Pc7 IIE Contractor Joe Chen E�'3M 1$'t"` 'F - rrr' - " 6 ie FIY � � rE!T TrT►t � 7" L& ahn Olsen fi�1. _ '!rxL�' T s MEM. ELMI rn _rte Ki l MEI •nbla Or tMM ® • , _ _ 70165 . i = I--"i 1= • ,1s •i•- !Mr , f � TilirME �F [•SF� f�k'i+.'7 1=1 ela..11Eaf.1" G. M11 i•=1i1 T r -11 ____ 1000 r► �C .,i+�T"c ^if =i T"TaT*T.'' "i.a" a YY.. a . Y ►. �71k:S i�tT.bl?Y17 ILLI . i- 3IIMIT . T p�� � ' j1 .Y � !'s' 0F .T. weMn�fc k , ; r.� TY 510E ' ° i �cyc a 2263 -8905 283.8906 C9nbactor f , co, 1,T . I7r"* ' cindi Anderson • Y; u:- 7 '*� �TTIIF; i � �lAdlea � <?rr�9]• r 3F'� miol Keneo. Inc , i ' 74 - !F IIIMIIIIIIMIIMi u. s ""1f , J.3 -. ' C-T vP'Fa =•111 ootJohneon • 011 ir e: i��.�':. -„; "• M =WEISS �Fikty £ T Y I r31 ® =.1C:uy LT7:T"1T "' 7. i3o eeahea Y " it K I r- -. r + Tandhson j. 'r i _ =LII1�:� / ''• � ME= ME Contractor (r ,� sdmnidt �'"r^iii•�i7''3i� ETGb" x7 © E-" ri �*rr^ tri , "-11•11S . . =Vi. CIE] _ CtTTriif'IM'C =i13MME" "►r?�LaF?r = =111 -''.*'frI ► . , ,i" __ Y , c e 18 4 200 MOM PLANHOLDERS UST 2108883/75 830496-2535 8 8-74 -4488 817- 288 -1509 81 .840- 210. 3413495 830-8984008 1 ) J1� ) �ft C��/ie.:4: j sIb Sf'I'a_ - 110 51 L- ?re - - »p y k Me 1 hi 1 • — :4' -$ZZZ `H Mil—my �] y � � 10 X N 6150 1 \ .. 11) 12) 1 3) 14) 15) 16) 17) 18) 19) 20) 21) 3) ) 25) 1 1 Name City of Round Rock West Transmission Potable Water Pipeline November 30, 1999 Pre -Bid Conference Attendance Phone Fax 26)rch9.,G9P1ap , acA/ to A, 83n‘9 2�� s no Ss 9.5004 7) &IS -rOML.•+s..nJ / 9 Co., C NITv Corsi C LAC %5 2153 1.52— $USS 38) ia., s / /e4- ,4, i n G^�;-,, f "Z 7- /Yg y 3 // f 29 Jd - (: l / ..Tr' CSivulk c/c6.4 •a- -.l ' (. 4161.11-1 4 -A14- 8/6. 30r1 ^ nnr+oAS Gorney ...."7--..1.—C- ft.' 7$ 1 1 -YUoo 31) ) 33) 34) ) 36 7) 38) ) 1 42) ) ) ) 6) 47) 9) 50) 1 1 City of Round Rock West Transmission Potable Water Pipeline November 30, 1999 Pre -Bid Conference Attendance Phone Fax 1. BID OPENING DATE AND TIME: December 7,1999 2:00 PM Council Chambers 221 E. Main Street Round Rock, TX 78664 2. WORK INCLUDES: The Work includes the furnishing of all labor, materials, and equipment required for the construction of approximately 19,130- linear feet of 24 -IN, 30-IN, or 36 -IN diameter potable water transmission pipes pressure reducing vaults, and miscellaneous improvements within the City's water distribution system. The Work also includes related items such as sitework, pipeline boring, valving and other items requited to complete the project. 3. PROPOSAL: a. Use Bid Fonn (Section 00301) in Specifications b. Attach: Bid Security in the amount of 5%. Section 00302 — Vendor Compliance to State Law. Section 00303 — Bidder's Questionnaire. c. Use all firms provided in the Contract Documents. FUNDING: n Any Contract awarded under this Invitation to Bid is expected to be funded from revenues generated from bonds dedicated to the Work. Funds have been set aside within the City's Capital Improvements Project Program. b. Wage determination and prevailing wage rates per Section 00830. 5. PAYMENTS: City of Round Rock West Transmission Potable Water Pipeline PREBID CONFERENCE MEETING NOTES a. On the basis of Contractor's application for payment or about the 25e day of each month. b. Payment will be based on Schedule of Values reviewed and approved by Engineer. c. Retainage: 1) 5% retainage of Work completed and materials in place will be retained throughout the project. 2) No interest will be paid on retainage. City ofRound Rock Page 1 West Transmission Potable Water Pipeline Pre-Bld Meeting Notes 3) Owner may reduce amount of retainage after Work after substantial completion. 6. BASIS OF AWARD: If awarded, contract will be awarded to the lowest BIDDER whose evaluation by OWNER indicates to OWNER that the award will be in the best interests of the Project. Award will be based on the lowest sum of all base bid items and allowances or selected alternate bid items that , in the sole opinion of OWNER, are in the OWNER's best interest to include. 7. INTERPRETATIONS: a. Addendum No. 1 will be issued on December 2° or 3" , 1999. b. Only addenda can modify document, verbal responses from ENGINEER or OWNER are not binding unless included in an addendum. 8. MATERIALS SUPPLIED: Suppliers must be listed on the Bid Form when returned with the bid proposal. 9. EQUIPMENT ITEMS: Substitutions considered after the bid in accordance with 01640 10. SOIL/GEOTECIINICAL INFORMATION: a. No geotechnical exploration has been performed for the route. A test hole, excavated by the Owner, may be available by Dec. 3, 1999. b. Bidders responsible to obtain and interpret their own data. Contractors can contact land owners or find locations within public rights -of -way that may be acceptable and legally accessed. 11. PERMITS, FEES, & UTILITIES: a. Contractor is responsible for all permits, fees and utilities. See General Conditions paragraph 6.07 and 6.08. b. See Section 01060 for provisions regarding water and power during construction. c. The railroad permit requires submission of a form and payment to the UPRR. d. Addendum will address NPDES and Contractor will be required for preparing SWPPP. 12. SUBCONTRACTS: (List requirements for listing subcontractors) a. Should be listed in proposal if exceeding 20% of the Work. 13. TIME OF COMPLETION: a. 200 calendar days to Substantial Completion b. 260 calendar days to Final Completion Cry of Resold Rock West Transmission Potable Water Pipeline Page 2 Pre-Bid Meeting Notes c. Liquidated Damages: $500/day for both Substantial and Final Completion 14. PERFORMANCE, PAYMENT, MAINTENANCE, and WARRANTY BOND a. See Section 00100 and forms within the Contract Documents. 15. CONSTRUCTION SCHEDULE: a. Due 10 days after Award b. Type — Critical Path denoting float as provided in Section 01060. c. Schedule to be updated monthly. 16. COST BREAKDOWN: a. Due 10 days after Agaert signed. b. Must be approved by Engineer prior to first progress paymvnt 17. SHOP DRAWING LIST AND SCHEDULE: Due 15 days after NTP. 18. TESTING: (Review Contract Requirements for Testing Service Responsibility). a. Owner will pay for all testing services as outlined in Section 02221. 19. PRECONSTRUCTION CONFERENCE/MONTHLY MEETINGS: a. Upon NTP, a won conference will be scheduled per Contract Documents. b. Monthly progress meetings will be held per Section 01060. 20. STAGING AREA a., Preliminary access/egress and staging areas have been indicted on the Drawings. Final issues will be resolved at the preconstruction conference. b. (Required attendance) 21. SPECIFIC MEETING NOTES (Q /A SESSION): a. Alternate Bids are not optional and they are not an additive value to be applied to the Base Bid. Alternate Bids are self standing Bids as described in Section 01061. b. No preference will be given towards pipe material. Bids will be evaluated on the merits of the lowest responsive Bid meeting the needs of the City. c. Trees designated on the Contract Drawings, with calipers larger than 8" in diameter, have been denoted for action as either to be removed, pruned, or protected. d. The City plans to award the project soon after the Bid opening, assuming Bids are responsive both technically and substantively. Projected date for NTP will be after 1/1/2000. t2sy of Rowed Rock Page 3 West T,axsmisslon Potable Water Pipeline Pre -Bid Meetbrg Notes e. The Engineer's estimate for the 24" Base Bid option is approximately $2.51 f. City will pay for materials on hand. Item 2.11.8 of Section 00805A will be removed by Addendum. g. Bids are to be submitted as "lump sum" to avoid errors in mathematics and units. Contractor will be responsible for preparing a "schedule of values" to be submitted for review by the Engineer as outlined in Section 01061. h. U.S. Fish do Wildlife, Corps of Engineers, and TNRCC all have plans under review and permits are expected within a reasonable time frame. Permits that have been granted to date are provided in the Contract Documents. d. Contract may be awarded without easements, but NTP will not be issued until easements have been executed. Contract has a 60-day window between NOA and NTP. j. As indicated in the terminology, the bedding envelope for stabilized backfill as shown on Sht. 2CO2 pertains to the entire trench backfill. k. hrigation and landscaping along Wyoming Spgs. Dr. must be maintained passable at all times. L The seed mixture along Wyoming Spgs. Dr. will be modified by Adden City of Round Rock Page West Transmission Potable Water Pipeline Pre -Bid Meeting Notes ADDENDUM NO. 2 TO CONTRACT DOCUMENTS, SPECIFICATIONS, AND DRAWINGS FOR WEST TRANSMISSION POTABLE WATER PIPELINE City of Round Rock, Texas Date of Addendum: December 3, 1999 Bid Date: December 7, 1999 at 2:00 PM This Addendum will be considered part of the Contract Documents and is issued to change, amplify, add to, delete from, or otherwise explain the Contract Documents. Where provisions of this Addendum differ from those of the original Contract Documents, this Addendum will take precedence and govern. Bidders are hereby notified that they will incorporate this Addendum into their bids, and it will be construed that the Contractor's Bid will reflect with full knowledge all items, changes, and modifications to the Contract Documents herein specified. Bidders will acknowledge receipt of this Addendum in the space provided on the Bid Form. Contract Documents and Specifications 1. Section 15064, Page 3, Item 2.01.AI: ADD "d. Diamond Plastics Corporation." Addendum Number 1 Items 1. Strike Item 2. Section 00805, Page 5, Item 2.11.12 and replace with following text: "Owner will provide for a one time staking of pipeline alignment at changes in horizontal direction and at connection points only. Staking will include both horizontal and vertical control at each location in correlation with the Contract Drawings, either along the centerline or using an offset/cut notation at Contractor's option. Any and all other staking or remedial staking due to lack of care during construction will be at the cost of the Contractor." Contract Drawings 1. Drawing No. 1C04: Sta. 48 +25 Change note in plan and profile from "Type 3 Combination AirNacuum Relief Valve" to "Type A" Combination AirNacuum Relief Valve" 2. Drawing No. 2C01: Add following note: "All buried piping and fittings shown exterior to the pressure reducing stations at both locations shall be restrained. Thrust blocking shown is in addition to required restraining." 3. Drawing No. 2CO2: Detail 3 Gravel Road/Drive Trench and Repair Detail Change from 4" to 12" Embedment over top of pipe. 4. Drawing No. 3C01: Change four notes from: "Area to be revegetated with sod." to "Area to be revegetated per Specification Section 02930, page 2, Item 2.01, C." (as amended by Addendum No. 1) END OF ADDENDUM Page ADD2 -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CONTRACT DOCUMENTS AND SPECIFICATIONS FOR CITY OF ROUND ROCK WEST TRANSMISSION POTABLE WATER PIPELINE CITY OF ROUND ROCK, TEXAS November 1999 *.: l JAMES A. YURCZYK, JR id% 82244 41 \TONAL E 11- 15 -47 1 1 1 1 a 1 1 1 1 1 1 1 1 1 1 1 1 t r TABLE OF CONTENTS DIVISION 0 — BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 00020 Invitation to Bid 00100 Instructions to Bidders 00301 Bid Form Bid Bond 00302 Vendor Compliance to State Law 00303 Bidder's Questionnaire 00500 Agreement 00501 Performance Bond 00502 Payment Bond 00503 Certificate of Liability Insurance 00504 Warranty Bond 00505 Resolution of Contractor 00700 General Conditions 00805 Supplementary Conditions 00830 Prevailing Wage Rates DIVISION 1 — GENERAL REQUIREMENTS 01060 Special Conditions 01061 Bid Items: Scope of Work 01100 Permit Requirements 01340 Shop Drawings, Product Data & Samples; Operation & Maintenance Manuals; and Miscellaneous Submittals Exhibit A: Shop Drawing Transmittal Form Exhibit B: O &M Transmittal Form Exhibit Cl: Equipment Record Exhibit C2: Equipment Record 01560 Environmental Protection and Special Controls 01600 Product Delivery, Storage and Handling 01640 Product Substitutions 01650 Startup 01710 Cleaning 01800 Openings and Penetrations in Construction DIVISION 2 — SITE WORK 02110 Site Clearing 02221 Trenching, Backfilling, and Compacting for Utilities 02224 Pipeline Boring 02260 Topsoiling and Finished Grading 02270 Soil Erosion and Sediment Control 02930 Seeding DIVISION 3 — CONCRETE 03002 Concrete DIVISION 8 — DOORS AND WINDOWS 08305 Access Doors DIVISION 9 — FINISHES 09905 Painting and Protective Coatings DIVISION 15 — MECHANICAL 15060 Pipe and Pipe Fittings: Basic Requirements 15061 Pipe: Steel 15062 Pipe: Ductile Iron 15064 Pipe: Large Diameter Plastic Pipe 15090 Pipe Support Systems 15100 Valves: Basic Requirements 15101 Gate Valves 15103 Butterfly Valves 15114 Miscellaneous Valves 15510 Fire Hydrant 1 1 1 1 1 1 1 1 1 1 1 1� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 0 BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 00020 -1 1 SECTION 00020 2 INVITATION TO BID 3 4 RECEIPT OF BIDS 5 6 Sealed bids for the construction of the City of Round Rock West Transmission Potable 7 Water Pipeline will be received by the City of Round Rock, represented by the City 8 Secretary. 9 10 Bids will be received at 221 E. Main Street, Round Rock, Texas 78664 until 2:00 PM 11 December 7, 1999, and shortly thereafter the bids will be opened publicly and read aloud in 12 Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 16 The Work includes the furnishing of all labor, materials, and equipment required for the 17 construction of approximately 19,130- linear feet of 24 -IN, 30 -IN, or 36 -IN diameter potable 18 water transmission pipeline, pressure reducing vaults, and miscellaneous improvements 19 within the City's water distribution system. The Work also includes related items such as 20 sitework, pipeline boring, valving and other items required to complete the project. 21 22 TYPE OF BID 23 24 Bid shall be on a Lump sum basis for items identified in the Bid Form, Section 00301. 25 Additive/deductive prices are required for alternate Work. 26 27 DOCUMENT EXAMINATION AND PROCUREMENTS 28 29 Copies of the Bid Documents are on file at the following plan houses: 30 31 Associated General Contractors: Austin, Houston, San Antonio 32 F.W. Dodge Reports: Austin, Houston, San Antonio. 33 34 Copies of the Bid Documents may also be examined and purchased from the Issuing Office 35 which is as follows: 36 37 HDR Engineering, Inc. 38 2211 South IH -35, Suite 300 39 Austin, Texas 78741 40 Attn: Jim Yurczyk, P.E. 41 Telephone: (512) 912 -5100 42 43 Requests for Bid Documents should specify either full or half size drawings. All checks 44 should be made payable to HDR Engineering, Inc. 45 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00020 -2 1 The cost of Bid Documents is: 2 3 1. Bid Documents with full or half size drawings $125.00 4 2. Additional full size drawings $ 50.00 5 3. Additional half size drawings $ 25.00 6 4. Additional Bid Documents $ 50.00 7 • Bid Documents will be shipped by courier for delivery on the next day following the date of 8 request for the documents. 9 • No partial sets of Bid Documents or Drawings will be issued. 10 • Refund Policy: No refund for any Bid Documents will be made. 11 12 BID SECURITY 13 14 Each Bid shall be accompanied by bid security as described in Section 00100 — Instructions 15 to Bidders. 16 17 CONTRACT SECURITY 18 19 The successful BIDDER will be required to furnish performance and payment bonds as 20 described in Section 00700 - General Conditions. 21 22 PREBID CONFERENCE 23 24 A prebid conference will be held as described in Section 00100 — Instructions to Bidders. 25 26 CONTRACT TIME 27 28 The Contract Time is defined in Section 00700 — General Conditions, and specified in 29 Section 00500 — Agreement. 30 31 QUALIFICATION OF BIDDERS 32 33 Requirements concerning the qualifications of BIDDERS are described in Section 00100 — 34 Instructions to Bidders. 35 36 OWNER'S RIGHT TO REJECT BIDS 37 38 The City of Round Rock reserves the right to waive irregularities and to reject any bids. 39 40 FUNDING 41 42 Any Contract awarded under this Invitation to Bid is expected to be funded from revenues 43 generated from bonds dedicated to the Work. 44 45 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 2 1 r 1 1 2 1 2 1 2 1 1 1 1 2 r 1 1 1 1 1 1 1 1 r 1 1 1 1 1 5 1 1 1 1 07225.040.036 00100 -1 1 SECTION 00100 2 INSTRUCTIONS TO BIDDERS 3 4 5 1. Defined Terms. 6 7 Terms used in these Instructions to Bidders, which are defined in Section 00700 - General 8 Conditions, have the meanings assigned to them in the General Conditions. 9 10 Certain additional terms used in these Instructions to Bidders have the meanings indicated 11 below which are applicable to both the singular and plural thereof. 12 13 1.1. BIDDER -one who submits a Bid directly to OWNER as distinct from a sub - bidder, 14 who submits a bid to a BIDDER. 15 16 1.2. Issuing Office -the office from which the Bidding Documents are to be issued and 17 where the bidding procedures are to be administered. 18 19 1.3. Successful BIDDER -the lowest, responsible and responsive BIDDER to whom 20 OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award. 21 22 2. Copies of Bidding Documents. 23 24 2.1. Complete sets of the Bidding Documents in the number and for the price stated in the 25 Advertisement or Invitation to Bid may be obtained from the Issuing Office. 26 27 2.2. Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER 28 nor ENGINEER assume any responsibility for errors or misinterpretations resulting from 29 the use of incomplete sets of Bidding Documents. 30 31 2.3. OWNER and ENGINEER in making copies of Bidding Documents available on the 32 above terms do so only for the purpose of obtaining Bids for the Work and do not confer a 33 license or grant for any other use. 34 35 3. Qualifications of BIDDERS. 36 37 To demonstrate qualifications to perform the Work, each BIDDER must be prepared to 38 submit within 5 days after Bid opening, upon OWNER's request, detailed written evidence, 39 such as financial data, previous experience, present commitments, and other such data as 40 may be called for below (or elsewhere in the Contract Documents). Each Bid must contain 41 evidence of BIDDER's qualification to do business in the state where the Project is located 42 or covenant to obtain such qualification prior to award of the contract. 43 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00100 -2 1 4. Examination of Contract Documents and Site. 2 3 4.1. It is the responsibility of each BIDDER before submitting a Bid to: 4 5 4.1.1. Examine thoroughly the Contract Documents and other related data identified in the 6 Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). 7 8 4.1.2. Visit the site to become familiar with and satisfy BIDDER as to the general, local 9 and site conditions that may affect cost, progress, performance or furnishing of the Work. 1 0 11 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, 12 performance or famishing of the Work. 13 14 4.1.4. Study and carefully correlate BIDDER's knowledge and observations with the 15 Contract Documents and such other related data. 16 17 4.1.5. Promptly notify ENGINEER of all conflicts, errors, ambiguities or discrepancies in 18 or between the Contract Documents and such other related documents. 19 20 When conflicts, errors, ambiguities or discrepancies are discovered in or between Contract 21 Documents and/or other related documents, and when said conflicts, etc., have not been 22 resolved through the interpretations by ENGINEER as described in Paragraph 6., BIDDER 23 shall include in the Bid the greater quantity or better quality of Work, or compliance with 24 the more stringent requirement resulting in a greater cost. Such greater cost shall be 25 included in the Bid. 26 27 4.2. Provisions concerning responsibilities for the adequacy of data furnished to 28 prospective BIDDERS with respect to subsurface conditions, other physical conditions and 29 Underground Facilities, and possible changes in the Contract Documents due to differing or 30 unanticipated conditions appear in Paragraphs 4.2. and 4.3. of the General Conditions. 31 32 4.3. Before submitting Bid, each BIDDER will be responsible to obtain such additional or 33 supplementary examinations, investigations, explorations, tests, studies and data concerning 34 conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or 35 otherwise, which may affect cost, progress, performance or furnishing of the Work or which 36 relate to any aspect of the means, methods, techniques, sequences 01 procedures of 37 construction to be employed by BIDDER and safety precautions and programs incident 38 thereto or which BIDDER deems necessary to determine its Bid for performing and 39 furnishing the Work in accordance with the time, price and other terms and conditions of 40 the Contract Documents. 41 42 4.4. On request, OWNER will provide each BIDDER access to the site to conduct such 43 examinations, investigations. explorations, tests and studies as each BIDDER deems 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a 1 1 1 1 1 1 1 1 1 1 00100 -3 necessary for submission of a Bid. BIDDER must fill all holes and clean up and restore the 2 site to its former conditions upon completion of such explorations, investigations, tests and 3 studies. 4 5 OWNER's contact person for site access for examinations, investigations, or explorations is: 6 Mr. Steve Miller, P.E. (51) 218 -5555. 7 8 4.5. The submission of a Bid will constitute an incontrovertible representation by BIDDER 9 (i) that BIDDER has complied with every requirement of this Article 4, (ii) that without 10 exception the Bid is premised upon performing and furnishing the Work required by the 11 Contract Documents and applying the specific means, methods, techniques, sequences or 12 procedures of construction (if any) that may be shown or indicated or expressly required by 13 the Contract Documents, (iii) that BIDDER has given ENGINEER written notice of all 14 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written 15 resolutions thereof by ENGINEER are acceptable to BIDDER, and when said conflicts, etc., 16 have not been resolved through the interpretations by ENGINEER as described in 17 Paragraph 6., BIDDER has included in the Bid the greater quantity or better quality of 18 Work, or compliance with the more stringent requirement resulting in a greater cost, and 19 (iv) that the Contract Documents are generally sufficient to indicate and convey 20 understanding of all terms and conditions for performing and furnishing the Work. 21 22 4.6. The provisions of 4.1. through 4.5., inclusive herein this Section, do not apply to 23 Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive 24 Material covered by Paragraph 4.5. of the General Conditions. 25 26 5. Availability of Lands for Work, Etc. 27 28 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 29 access thereto and other lands designated for use by CONTRACTOR in performing the 30 Work are identified in the Contract Documents. All additional lands and access thereto 31 required for temporary construction facilities, construction equipment or storage of 32 materials and equipment to be incorporated in the Work are to be obtained and paid for by 33 CONTRACTOR. Easements for permanent structures or permanent changes in existing 34 facilities are to be obtained and paid for by OWNER unless otherwise provided in the 35 Contract Documents. 36 37 5.1.1. BIDDERS shall base their bids on the final and the approximate easement lines as so 38 indicated on the Contract Drawings. If final easement lines differ materially from those 39 shown, the successful BIDDER may claim appropriate extra compensation as provided in 40 the Contract Documents. 41 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00100-4 1 6. Interpretations and Addenda. 2 3 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed 4 to ENGINEER in writing. Interpretations or clarifications considered necessary by 5 ENGINEER in response to such questions will be issued by Addenda mailed or delivered to 6 all parties recorded by ENGINEER as having received the Bidding Documents. Questions 7 received less than 5 days prior to the date for opening of Bids may not be answered. Only 8 questions answered by formal written Addenda will be binding. Oral and other 9 interpretations or clarifications will be without legal effect. 10 Address questions to: 11 12 HDR Engineering, Inc. 13 2211 South I11-35, Suite 300 14 Austin, Texas 78741 15 Attn: Mr. Jim Yurczyk, P.E. 16 Phone: (512) 912 -5100 17 Fax: (512) 442-5069 18 19 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable 20 by OWNER or ENGINEER. 21 22 7. Bid Security. 23 24 7.1. Each Bid must be accompanied by Bid security made payable to OWNER in an 25 amount of 5 percent of BIDDER's maximum Bid price and in the form of a certified or bank 26 check or a Bid Bond on form attached, issued by a surety meeting the requirements of 27 paragraph 5.1. of the General Conditions. 28 29 7.2. The Bid security of Successful BIDDER will be retained until such BIDDER has 30 executed the Agreement, furnished the required contract security and certificates of 31 insurance and met the other conditions of the Notice of Award, whereupon the Bid security 32 will be returned. If the Successful BIDDER fails to execute and deliver the Agreement and 33 famish the required contract security and certificates of insurance within 15 days after the 34 Notice of Award, OWNER may annul the Notice of Award and the Bid security of that 35 BIDDER will be forfeited. The Bid security of other BIDDERS whom OWNER believes 36 to have a reasonable chance of receiving the award may be retained by OWNER until the 37 earlier of the 7th day after the Effective Date of the Agreement or the 36th day (time period 38 for award plus 1 day) after the Bid opening, whereupon Bid security famished by such 39 BIDDERS will be returned. Bid security with Bids which are not competitive will be 40 returned within 7 days after the Bid opening. 41 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00100 -5 1 8. Contract Times. 2 3 The number of days within which, or the dates by which, the Work is to be substantially 4 completed and also completed and ready for final payment is set forth in the Agreement or 5 incorporated therein by reference to the attached Bid form. 6 7 9. Liquidated Damages. 9 Provisions for liquidated damages, if any, are set forth in the Agreement. 10 11 10. Substitute and "Or Equal" Items. 12 13 The Contract, if awarded, will be on the basis of materials and equipment described in the 14 drawings or specified in the Specifications without consideration of possible substitute or 15 "or- equal" items. Whenever it is indicated in the drawings or specified in the Specifications 16 that a "substitute" or "or- equal" item of material or equipment may be furnished or used by 17 CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be 18 considered by ENGINEER until after the Effective Date of the Agreement. The procedure 19 for submission of any such application by CONTRACTOR and consideration by 20 ENGINEER is set forth in Paragraphs 6.7.1., 6.7.2. and 6.7.3. of the General Conditions and 21 may be supplemented in the General Requirements. 22 23 11. Subcontractors, Suppliers and Others. 24 25 11.1 BIDDER shall list on the Bid form in the place provided the name, address, and 26 description of Work of each Subcontractor to whom BIDDER proposes to subcontract 27 portions of the Work in excess of 15 percent of the total amount of BID. 28 29 11.2 No CONTRACTOR shall be required to employ any Subcontractor, Supplier, other 30 person or organization against whom CONTRACTOR has reasonable objection. 31 32 12. Bid Form. 33 34 12.1. The Bid form is included with the Bidding Documents; additional copies may be 35 obtained from ENGINEER (or the Issuing Office). 36 37 12.2. All blanks on the Bid form must be completed by printing in black ink or by 38 typewriter. 39 40 12.3. Bids by corporations must be executed in the corporate name by the president or a 41 vice- president (or other corporate officer accompanied by evidence of authority to sign) and 42 the corporate seal must be affixed and attested by the secretary or an assistant secretary. 43 The corporate address and state of incorporation must be shown below the signature. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00100 -6 2 12.4. Bids by partnerships must be executed in the partnership name and signed by a 3 partner, whose title must appear under the signature and the official address of the 4 partnership must be shown below the signature. 5 6 12.5. All names must be typed or printed in black ink below the signature. 7 8 12.6. The Bid shall contain an acknowledgment of receipt of all Addenda (the numbers of 9 which must be filled in on the Bid form). 10 11 12.7. The address and telephone number for communications regarding the Bid must be 12 shown. 13 14 12.8. Evidence of authority to conduct business as an out -of -state corporation in the state 15 where the Work is to be perfomied shall be provided in accordance with Paragraph 3 above. 16 State CONTRACTOR license number, if any must also be shown. 17 18 12.9. BIDDERS must submit a Bid for each of the separated bid items and sections of the 19 Work described in the Contract Documents and any combination of bid items and sections 20 of the Work as provided for in the Bid form. 21 22 13. Submission of Bids. 23 24 Bids shall be submitted on the prescribed Bid form, provided with the Bidding Documents, 25 at the time and place indicated in the Advertisement or Invitation to Bid, addressed to the 26 City of Round Rock, and shall be enclosed in an opaque sealed envelope, marked with the 27 Project title and, the name and address of BIDDER, and accompanied by the Bid security 28 and other required documents. If the Bid is sent through the mail or other delivery system, 29 the sealed envelope shall be enclosed in a separate envelope with the notation "BID 30 ENCLOSED" on the face of it. 31 32 14. Modification and Withdrawal of Bids. 33 34 14.1. Bids may be modified or withdrawn by an appropriate document duly executed in the 35 manner that a Bid must be executed and delivered to the place where Bids are to be 36 submitted at any time prior to the opening of Bids. 37 38 14.2. If, within 48 HRS after Bids are opened, any BIDDER files a duly signed, written 39 notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of 40 OWNER that there was a material and substantial mistake in the preparation of its Bid, that 41 BIDDER may withdraw its Bid and the Bid security will be returned. Thereafter, that 42 BIDDER will be disqualified from further bidding on the Work to be provided under the 43 Contract Documents. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00100 -7 2 15. Opening of Bids. 3 4 Bids will be opened and (unless obviously non - responsive) read aloud publicly at the place 5 where Bids are to be submitted. An abstract of the amounts of the base Bids and major 6 altemates (if any) will be made available to BIDDERS after the opening of Bids. 7 8 16. Bids to Remain Subject to Acceptance. 9 10 All Bids will remain subject to acceptance for the time period specified for Notice of Award 11 and execution and delivery of Agreement and required Contract security and certificate of 12 insurance by Successful Bidder. OWNER may, at Owner's sole discretion, release any Bid 13 and return the Bid security prior to that date. 14 15 17. Award of Contract. 16 17 17.1. OWNER reserves the right to reject any or all Bids, including without limitation the 18 rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 19 and to reject the Bid of any BIDDER if OWNER believes that it would not be in the best 20 interest of the Project to make an award to that BIDDER, whether because the Bid is not 21 responsive or the BIDDER is unqualified or of doubtful financial ability or fails to meet any 22 other pertinent standard or criteria established by OWNER. 23 24 OWNER also reserves the right to waive all informalities not involving price, time or 25 changes in the Work and to negotiate contract terms with the Successful BIDDER. 26 Discrepancies between the multiplication of units of Work and unit prices will be resolved 27 in favor of the unit prices. Discrepancies between the indicated sum of any column of 28 figures and the correct sum thereof will be resolved in favor of the correct sum. 29 Discrepancies between words and figures will be resolved in favor of the words. 30 31 Any or all bids will be rejected if OWNER has reason to believe that collusion exists among 32 the BIDDERS. 33 34 17.2. In evaluating Bids, OWNER will consider the qualifications of BIDDERS, whether 35 or not the Bids comply with the prescribed requirements, and such alternates, unit prices 36 and other data, as may be requested in the Bid form or prior to the Notice of Award. 37 38 17.3. OWNER may consider the qualifications and experience of Subcontractors, 39 Suppliers, and other persons and organizations proposed for those portions of the Work as 40 to which the identity of Subcontractors, Suppliers, and other persons and organizations must 41 be submitted as provided in the Supplementary Conditions. OWNER also may consider the 42 operating costs, maintenance requirements, performance data and guarantees of major items 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00100 -8 1 of materials and equipment proposed for incorporation in the Work when such data is 2 required to be submitted prior to the Notice of Award. 3 4 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in 5 the evaluation of any Bid and to establish the responsibility, qualifications and financial 6 ability of BIDDERS, proposed Subcontractors, Suppliers and other persons and 7 organizations to perform and furnish the Work in accordance with the Contract Documents 8 to OWNER's satisfaction within the prescribed time. 9 10 17.5. If the contract is to be awarded, it will be awarded to lowest BIDDER whose 11 evaluation by OWNER indicates to OWNER that the award will be in the best interests of 12 the Project. 13 14 17.6. If the contract is to be awarded, OWNER will give Successful BIDDER a Notice of 15 Award within 60 days after the day of the Bid opening. No other act of OWNER or others 16 will constitute acceptance of a Bid. 17 18 18. Contract Security. 19 20 Paragraph 5.1. of the General Conditions and the Supplementary Conditions set forth 21 OWNER's requirements as to performance and payment Bonds. When the Successful 22 BIDDER delivers the executed Agreement to OWNER, it must be accompanied by the 23 required performance and payment Bonds. 24 25 19. Signing of Agreement. 26 27 When OWNER gives a Notice of Award to the Successful BIDDER, it will be accompanied 28 by the required number of unsigned counterparts of the Agreement. Within 15 days 29 thereafter CONTRACTOR shall sign and deliver the required number of counterparts of the 30 Agreement to OWNER with the required Bonds and certificates of insurance. Within 10 31 days thereafter OWNER shall deliver one fully signed counterpart to CONTRACTOR. 32 33 20. Prebid Conference. 34 35 A prebid conference will be held at 10:00a.m., November 30, 1999 at 221 E. Main Street, 36 Round Rock Texas 78664. Representatives of OWNER and ENGINEER will be present 37 to discuss the Project. BIDDERS are encouraged to attend and participate in the conference. 38 ENGINEER will transmit to all prospective BIDDERS of record such Addenda as 39 ENGINEER considers necessary in response to questions arising at the conference. Oral 40 statements may not be relied upon and will not be binding or legally effective. Attendance 41 is strongly recommended. 42 43 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 07225.040.036 00100 -9 1 21. Sales and Use Taxes. 2 3 OWNER is exempt from Texas State Sales and Use Taxes on materials and equipment to 4 be incorporated in the Work. Said taxes shall not be included in the Contract Price. Refer 5 to Supplementary Conditions SC -6.15. for additional information. 6 7 22. Retainage 8 9 Provisions concerning retainage are set forth in the Supplementary Conditions. 10 11 23. Reporting Requirements 12 13 Contractor shall comply with Texas Worker's Compensation Commission Rule 28 TAC 14 Article 110.110. 15 16 24. Prevailing Wage Rates 17 18 Contractor shall comply with State of Texas laws regarding wages paid for Work on this 19 Project. Prevailing wages are included in Section 00830. 20 21 END OF SECTION City of Round Rock November 1999 West Transmission Potable Water Pipeline NOTICE OF AWARD To: Mr. Steve Swatek Gamey Companies, Inc. 1331 N.W. Vivion Road Kansas City, MO 64118 Project Description: City of Round Rock West Transmission Potable Water Pipeline The OWNER has considered the Bid submitted by you for the above - described Work in response to its Notice to Bidders. You are hereby notified that your Bid for the 30 -inch diameter Alternate (1A & 1B) has been accepted in the amount of $1,893,333.00. Please indicate your acceptance of this award by returning a signed copy of this Notice. This Notice of Award is accompanied by five (5) copies of the unsigned Agreement. Please sign (but do not date) the Agreements and return them to HDR Engineering, Inc. along with the other required documents. The Owner will date the Agreement at the time of execution. Please use all forms provided in the Award packet for insurance purposes. You are required by Articles 2 and 5 of the General Conditions to furnish the CONTRACTOR'S Performance Bond, Payment Bond, and Certificates of Insurance. The Bonds are to become contract documents between the OWNER and CONTRACTOR. Execution of the Resolution of Contractor is also required as documentation of authority to sign the Agreement and other Contract documents. Reference is made to the Supplementary Conditions for other pertinent information relating to insurance. If you fail to execute said Agreement and to furnish said bonds and other required documents within fifteen (15) days from the date of receipt of this Notice, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your Bid as abandoned and as a forfeiture of your Bid Bond. The OWNER will be entitled to such other rights as may be granted by law. Dated this Z 1 day of 1lLC . P.W1 L , . i , 1999. CITY OF ROUND ROCK, TEXAS OWNER i By: �.. • Title: tn^ e ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged on this, the day of Q Q C PN , 1999. gtep&en lT Swatek By. (-/ ''� Title: ape President t 2' 3 AGREEMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 THE STATE OF TEXAS § 5 6 COUNTY OF WILLIAMSON § 7 SECTION 00500 8 11 9 TINS AAGRE I T made and entered into this day of 10 }� Q� , 19 , by and between (Owner) City of Round Rock, 11 Texas of the State of Texas, acting through Robert Stluka, Mayor, thereunto duly 12 authorized so to do hereinafter termed, hereinafter called OWNER, and (Contractor) 13 CA do, c ofi<ttyLca s Ct , County of 14 CI Q, , and State of Texas, hereinafter termed Contractof.. M i 'i v ' 15 Misso 16 WITNESSETH: That for and in consideration of the payments and agreements 17 hereinafter mentioned, to be made and performed by OWNER, and under the conditions 18 expressed in the bond bearing even date herewith, CONTRACTOR hereby agrees with 19 the said OWNER to commence and complete the construction of certain improvements 20 described as follows: 21 22 21 24 Further described.as the work covered by this specification consists of furnishing all the 25 materials, supplies, machinery, equipment, tools, supervision, labor, insurance, and other 26 accessories and services necessary to complete the said construction, in accordance with 27 the conditions and prices stated in the Proposal attached hereof, and in accordance with 28 the Notice to Contractors, Instructions to Bidders, General Conditions of Agreement, 29 Special Conditions, Technical Specifications, Plans, and other drawings and printed or 30 written explanatory material thereof, and the Specifications and Addenda therefor, as 31 prepared by (; ill) (7 f Rou hrA RC) [ 1r - Fes , n 32 , herein 33 entitled the ENGINEER, each of which has been identified by the CONTRACTOR'S 34 written Proposal, the General Conditions of the Agreement, and the Performance, 35 Payment, and Maintenance Bonds hereof, and collectively evidence and constitute the 36 entire contract. 37 - 38 The CONTRACTOR hereby agrees to commence work within / o calendar 39 days after the date written notice to do so have been given to him, and to complete the 40 same within .Wit n calendar days after the date of the written Notice to Proceed, 41 subject to such extensions of time as are provided by the General and Special Conditions. 42 tOnrie P, bl e 00500 -1 1 1 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 The OWNER agrees to pay the CONTRACTOR in current funds the price or prices 2 shown in the Proposal, which forms a part of this Contract, such payments to be subject 3 to the General and Special Conditions of the Contract. 4 5 IN WITNESS WHEREOF, the parties to these presents have executed this Agreement in 6 the year and day first above written. 7 8 CITY OF ROUND ROC TEXAS 9 (CONTRACTOR 10 � 11 �slm,��l %% By: C{(c../ 12 R :" Stluka, Mayor 13 14 15 16 17 18 19 20 21 22 00500 -2 ATTEST: GARNEY. COMPANIES. INC. Stephen W. Swatek vice President (Typed name) its t f Contractor is a (Title) S Corporation or otherwise registered with the Stephen M.. McCandless Secretary of State Corp. Secretary 23 24 (The following to be executed if the Contractor is a Corporation.) 25 26 I, 54epiieh M • tvtc Canal ass , certify that I am the Secretary of the Corporation 27 named as Contractor herein; that e hr t, t A) , who signed this 28 Contract on behalf of the Contractor was then v1( r Pr es;drrt (official title) of 29 said . Corporation, that said Contract was duly signed for and in behalf of said 30 Corporation, that said Corporation by authority of its governing body, and is within the 31 scope of its corporate powers. 32 33 34 35 Signed: 36 37 Stephen It.. McCandlesa 38 Corporate Seal Corp. Sacze_tarZ 39 40 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00501 -1 ' • SECTION 00501 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS Bond No: 11133480530 5 6 COUNTY OF WILLIAMSON 7 8 KNOW ALL MEN BY THESE PRESENTS: That Garney Comapnies, Inc. 9 of the City of Kansas City , County of Clay , and State of 10 Missouri as Principal, and Ameri Automobile authorized under 11 the law of the State of Texas to act as surety on bonds for principals, are held and 12 firmly bound unto THE CITY OF ROUND ROCK, TEXAS, (Owner), in the penal One Million Eight Hundred Nin Three Thousand Three dollars ($ 13 sum of H � Thar * y Thr and no /100 14 $I,893,333.00 -- ) for the payment whereof, well and truly to be made the 15 said Principal and Surety bind themselves, and their heirs, administrators, 16 executors, successors and assigns, jointly and severally, by these presents: 17 18 WHEREAS, the Principal has entered into a certain written contract with the 19 Owner dated the day of 20 19_ to which the contract is hereby referred to and made a part hereof as fully 21 and to the same extent as if copied at length herein consisting of: 22 23 West Transmission Potable Water Pipeline 24 25 NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, 26 that if the said Principal shall faithfully perform said Contract and shall, in all 27 respects, duly and faithfully observe and perform all and singular the covenants, 28 conditions and agreements in and by said Contract, agreed and covenanted by the 29 Principal to be observed and performed, including but not limited to, the repair of 30 any and all defects in said work occasioned by and resulting from defects in 31 materials furnished by or workmanship the Principal in performing the work 32 covered by said Contract and occurring within a period of twelve (12) months from 33 the date of the contract Completion Certificate and all other covenants and 34 conditions, according to the true intent and meaning of said Contract and the Plans 35 and Specifications hereto annexed, then this obligation shall be void; otherwise to 36 remain in full force and effect 37 38 PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of 39 Chapter 2253, Texas Government code, as amended, and all liabilities on this bond 40 shall be determined in accordance with the provisions of said Chapter 2253 to the 41 same extent as if it were copied at length herein. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 00501 -2 PERFORMANCE BOND (continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the term of the contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this day of , 19 . Garney Companies, Inc. Principal Surety By: Stephen W.. Swatek Vice President Title Title )331 Ow vlvioH Road Address Address KGtnsas 0411 n4 uUe- Resident Agent of Surety: David 0. Turner c/o Maxson- Mahoney - Turner, Inc. Printed Name 8610 King George Drive Address Dallas, TX 75235 City, State &Zip ode Signature American Automobile Insurance Company By: END OF SECTION Linda L. Nutt Attorney -in -Fact THOS. LIcGEE. L.C. 600 BROADWAY - SUITE 600 r. u. tlUA 4I ULJ KANSAS CITY, MO 64141-6013 816/842-4800 07225.040.036 City of Round Rock West Transmission Potable Water Pipeline c ° J2% November 1999 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 00502 2 PAYMENT BOND 3 4 5 THE STATE OF TEXAS Bond No: 11133480530 6 7 COUNTY OF WILLIAMSON 8 9 KNOW ALL MEN BY THESE PRESENTS: That Garney Companies. Inc. 10 of the City of Kansas City , County of Cl , and State 11 of Mi 4aniiri as Principal, and see below ** authorized under the 12 laws of the State of Texas to act as Surety on Bonds for Principals, are held and 13 firmly bound unto THE CITY OF ROUND ROCK, (OWNER), and all 14 subcontractors, workers, laborers, mechanics and suppliers as their interest may 15 alonear all of whom shall have the right to sue upon this bond, in the penal sum of e Million Eight Hundred Ninety Three Thousand Three Hundred Dollars 16 Thirty Threo and no /100 17 (51,893,333.00 ) for the payment whereof, well and truly, be made the said 18 Principal and Surety bind themselves and their heirs, administrators, executors, 19 successors, and assigns, jointly and severally, by these presents: 20 * *American Automobile Insurance Company 21 WHEREAS, the Principal has entered into a certain written contract with the 22 Owner, dated the day of , 19 23 to which Contract is hereby referred to and made a part hereof as fully and to the 24 same extent as if copied at length herein consisting of: 25 26 27 28 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, 29 that if the said Principal shall well and truly pay all subcontractors, workers, 30 laborers, mechanics, and suppliers, all monies to them owing by said Principals for 31 subcontracts, work, labor, equipment, supplies and materials done and furnished 32 for the construction of the improvements of said Contract, then this obligation 33 shall be and become null and void; otherwise to remain in full force and effect. West Transmission Potable Water Pipeline 00502 -1 34 35 PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of 36 Chapter 2253, Texas Government code, as amended, and all liabilities on this bond 37 shall be determined in accordance with the provisions of said Chapter 2253 to the 38 same extent as if it were copied at length herein. 39 40 41 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00502 -2 PAYMENT BOND (continued) 2 3 Surety, for value received, stipulates and agrees that no change, extension of time, 4 alteration or addition to the terms of the contract, or to the work performed 5 thereunder, or the plans, specifications or drawings accompanying the same shall 6 in anywise affect it's obligation on this bond, and it does hereby waive notice of 7 any such change, extension of time, alteration or addition to the terms of the 8 contract, or to the work to be performed thereunder. 9 to IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed t t this Instrument this day of , 19_ 12 13 14 15 16 By: t� iL/ � , By: 17 18 19 20 Title 21 22 1331 1,31.4.) viv'rn,, Rtta 23 Address Address 24 25 ktir) CAC C A , M o b 41 ig 26 27 Resident Agent of Surety: 28 29 30 Printed Name 31 32 33 Address 34 35 36 37 38 39 Signature 40 41 END OF SECTION Garney Companies, Inc. Principal Surety David O. Turner c/o Maxson - Mahoney- Turner, Inc. 8610 King George Drive Dallas, TX 75235 City, State & Zip Code d7 „... „-- p.. Swatek y !Floe President, Title American Automobile Insurance Company Linda L. Nutt Attorney -in -Fact THOS. 9;BeGEE, L.C. 600 BROADWAY - SUITE 600 P.0.BOX 419013. KANSAS CITY, 090 64141-6013 816/842-4800 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 BOND NUMBER 11133480530 5 AMOUNT $1,893,333.00 6 7 KNOW ALL MEN BY THESE PRESENTS, 8 That we, Garney Companies, Inc. 9 10 (hereinafter called the "Principal") as 11 Principal, and the American Automobile Insurance Company Corporation duly 12 organized under the laws of the State of Missouri and 13 duly licensed to transact business in the State of Texas 14 (hereinafter called the "Surety"), as Surety, are held and firmly bound unto THE 15 CITY OF ROUND ROCK, TEXAS (hereinafter called the "Obligee "), in the UThine r Million Eight Hudred Ninety Three Thousand Three Hundreddollars 16 sum Of ty Thr� an.t n 17 ($1,893,333.00 ) for the payment of which sure well and truly to be 18 made, we, the said Principal and the said Surety, bind ourselves, our heirs, 19 executors, administrators, successors and assigns, jointly and severally, firmly, by 20 these presents. 21 n Sealed with our seals and dated this day of , A'D. 23 nineteen hundred and 24 25 WHEREAS, the said Principal has heretofore entered into a contract with 26 the City of Round Rock, Texas 27 Dated , 19� for construction of: 28 29 West Transmission Potable Water Pipeline 30 31 WHEREAS, the said Principal is required to guarantee the construction of all 32 improvements installed under said contract, against defects in materials or 33 workmanship, which may develop during the period of one (1) year(s) 34 from the date of acceptance of the project above described, by Owner: 35 The City of Round Rock, Texas 36 37 NOW, THEREFORE, THE CONDITIONS OF THE OBLIGATIONS IS SUCH, 38 that if said Principal shall faithfully carry out and perform the said guarantee, and 39 shall, on due notice, repair and make good at its own expense any and all defects in 40 materials or workmanship in the said work which may develop during the period 07225.040.036 SECTION 00504 WARRANTY BOND 00504 -1 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00504 -2 t of One (1) year(s) from the date of acceptance of the project above described, 2 by Owner: 3 4 The City of Round Rock, Texas 5 6 WARRANTY BOND (continued) 7 8 OR shall pay over, make good and reimburse to the said Obligee all loss and 9 damage which said Obligee may sustain by reason of failure or default of said to Principal so to do, then this obligation shall be null and void; otherwise shall 11 remain in full force and effect. 12 13 14 15 16 By: _ �/�Cr / //� By: 17 18 19 20 Title Title 21 + n 22 / 331 /L) tU VI VLOn K/3 e )- 23 Address Address 24 25 picevssag 0/ Mr1 b VII - 26 27 Resident Agent of Surety: 28 David O. Turner 29 c/o Maxson- Mahoney- Turner, Inc. Garney Companies, Inc. Principal Surety Stephen W. Swatek Vice President 30 Printed Name 31 32 8610 King George Drive 33 Address 34 35 Dallas, TX 75235 36 City, State & Zip Code 37 38 39 40 41 Signature 07225.040.036 American Automobile Iri surance Comp ny END OF SECTION Linda L. Nutt Attorney -in -Fact THOS. Ps7cGEE, L.C. 600 CROA0 uy - SUITE 600 P. 0. ouh 915(113 KANSAS CITY MO 64141 -60I3 816/842.4800 City of Round Rock November 1999 West Transmission Potable Water Pipeline FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION ASSOCIATED INDEMNITY CORPORATION THE AMERICAN INSURANCE COMPANY AMERICAN AUTOMOBILE INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That FIREMAN'S FUND INSURANCE COMPANY. a California corporation. NATIONAL SURETY CORPORATION, an Illinois corporation. THE AMERICAN INSURANCE COMPANY. a New Jersey corporation redomesticated in Nebraska, ASSOCIATED INDEMNITY CORPORATION, a California corporation. and AMERICAN AUTOMOBILE INSURANCE COMPANY, a Nlissouri corporation. (herein collectively called "the Companies ") does each hereby appoint THOMAS M. ENGLISH, THOMAS P. LATZ, EUGENE A. KLEIN, LAWRENCE S. KAMINSKY, MICHAEL T KELLY, ERIC VAN BUSKIRK, J. DOUGLAS JOYCE, LINDA L. NUTT, BARBARA A. MILLER & CHRISTINE A. HOLLOWAY, KANSAS CITY MO their true and lawful Attorney(s)-in -Fact. with full power of authority hereby conferred in their name, place and stead. to execute. seal. acknowledge and deliver any and all bonds. undenakings, recognizances or other written obligations in the nature thereof and to bind the Companies thereby as fully and to the some extent as if such bonds were signed by the President, sealed with the corporate seals of the Companies and duly attested by the Companies' Secretary, hereby ratifying and confirming all that the said Attomey(s) -in •Fact may do in the premises. This power of attorney is granted under and by the authority of Anicle VII of the By -laws of FIREMAN'S FUND INSURANCE COMPANY, NATIONAL SURETY CORPORATION. THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY which provisions are now in full force and effect. This power of attorney is signed and sealed under the authority of the following Resolution adopted by the Board of Directors of FIREMAN'S FUND INSURANCE COMPANY. NATIONAL SURETY CORPORATION. THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY at a meeting duly called and held. or by written consent. on the 19th day of March- 1995, and said Resolution has not been amended or repealed: "RESOLVED. that the signature of any Vice - President, Assistant Secretary. and Resident Assistant Secretary of the Companies. and the seal of the Companies may be affixed or printed on any power of attorney. on any revocation of any power of attorney, or on any certificate relating thereto, by facsimile. and any power of attorney. any revocation of any power of attorney. or cenihcate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Companies" IN his LU WI,'r IESS WHEREO dayof NovF, the Compan .9s have caused th se V8 resents to be signed by their Vice - President, and their corporate seals to be hereunto affixed t STATE OF CALIFORNIA COUNTY OF MARIN Signed and sealed at the County of Mann. Dared the av 760789 -I1 -98 day of CERTIFICATE FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION THE AMERICAN INSURANCE COMPANY ASSOCIATED INDEMNITY CORPORATION AMERICAN AUTOMOBILE INSURANCE COM PAN J 5.S. On this 10 day of NOVPJnhpr 1998 before me personally came M. A. Mallonee to me known, who, being by me duly sworn, did depose and say: that he is a Vice - President of each company, described in and which executed the above instrument; that he knows the seals of the said Companies; that the seals affixed to the said instrument are such company seals: that they were so affixed by order of the Board of Directors of said companies and that he signed his name thereto by like order. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal. the day and year herein first above written. L OCAMPO ` Commission # 1 163726 I _ Notary Public - California y Marin County My Carom. Expires Nov23, 7031 STATE OF CALIFORNIA COUNTY OF MARIN SS. 1, the undersigned. Resident Assistant Secretary of each company, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore that Article VII of the By -taws of each company. and the Resolution of the Board of Directors: set forth in the Power of Attorney, are now in force. Maury Public eeswcat assisuel Sec.cury "DISCLOSURE OF GUARANTY FUND NONPARTICIPATION" TEXAS SENATE BILL 255 In the event AMERICAN AUTOMOBILE INSURANCF COMPANY is unable to fulfill it's contractural obligations under this policy or contract or application or certificate of evidence of coverage, the policyholder or certificate holder is not protected by an insurance guaranty fund or other solvency protection arrangement. COMPLAINT NOTICE: Should any dispute arise about your premium or about a claim that you have filed, write to the company that issued the bond or policy. If the problem is not resolved, you may also write to the State Board of Insurance, P.O. Box 149091, Austin, Texas 78714 -9091, Fax # (512) 475 -1771. This notice of complaint prccedure is for information only and does not become part or condition of this bond or policy. RTIFI(. A I t OF LIAI31L1 I T 11VJUKHrvI.t uate: RODUCER COMPANIES AFFORDING COVERAGE A B 1 LURED CO TYPE OF INSURANCE NUMBER DATE 1 1 1 r GENERAL LIABILITY 1 1 AUTOMOBILE LIABIITY OTHER POLICY C IS TO CERTIFY THAT the Insured named above is insured by the Companies listed above with respect to the business a tions hereinafter described, for the types of insurance and in accordance with the provisions of the standard policies used by the companies, and further hereinafter described. Exceptions to the policies are noted below. EFFECTIVE EXPIRATION LIMITS DATE DESCR@TTON OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS/EXCEPTIONS GENERAL AGGREGATE S PRODUCTS- COMP/OP AGG. S PERSONAL & ADV. INJURY $ EACH OCCURRENCE 5 FIRE DAMAGE (Any one fire) S MED. EXPENSE (Any one person) S COMBINED SINGLE UMTT S BODILY INJURY (Per pason) S BODILY INJURY (Pa accident) S PROPERTY DAMAGE S 1 EXCESS LIABILITY EACH OCCURRENCE S AGGREGATE S I WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY STATUTORY mars EACH ACcIDENr S DISEASE - POLICY LIMIT 5 1 DISEASE - EACH EMPLOYEE 5 e City of Round Rock is named as additional insured with respect to all policies except Workers' Compensation and Employers' Liability. Should any of above described policies by cancelled or changed before the expiration date thereof the issuing company will mail thirty (30) days written notice to the Fe e certificate holder named below. I CERTIFICATE HOLDER: City of Round Rock SIGNATURE OF AUTHORIZED REPRESENTATIVE 221 E. Main Street Round Rock, Texas 78664 Attn: Joanne Land Typed Name: Title: 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00505 -1 SECTION 00505 2 RESOLUTION 01? CONTRACTOR 3 4 I hereby certify that it was RESOLVED, the Owner 5 Name of Business 6 meeting on the day of , 19_, that 7 Name 8 , be, and hereby is, authorized to execute all documents 9 Title 10 necessary to the transaction of business in the State of Texas on behalf of the said 11 12 13 Name of Business 14 15 t6 In authentication of the adoption of this resolution, I subscribe my name this 17 day of , 19 . 18 19 20 21 1 Owner 22 23 24 (Notary) 25 26 Sworn to and subscribed before me this day of 19 27 28 29 30 31 32 33 34 35 07225.040.036 Notary Public County, Texas My Commission Expires: City of Round Rock November 1999 West Transmission Potable Water Pipeline ATTACHMENT TO AGREEMENT DOCUMENTS * ** BIDDING CORRESPONDANCE * ** 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00301 -1 1 SECTION 00301 2 BID FORM 3 4 5 PROJECT IDENTIFICATION: City of Round Rock West Transmission Potable 6 Water Pipeline 7 8 THIS BID IS SUBMITTED TO: The City of Round Rock, Texas, herein after 9 referred to as OWNER. 10 11 1. Enter Into Agreement. 12 13 The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an 14 Agreement with OWNER in the form included in the Contract Documents to perform and 15 furnish all Work as specified or indicated in the Contract Documents for the Bid Price 16 and within the Bid Times indicated in this Bid and in accordance with the other terms and 17 conditions of the Contract Documents. 18 19 2. BIDDER Accepts. 20 21 BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid 22 and Instructions to Bidders, including without limitation those dealing with the 23 disposition of Bid security. This Bid will remain subject to acceptance for 60 days after 24 the day of Bid opening. BIDDER will sign and deliver the required number of 25 counterparts of the Agreement with the Bonds and other documents required by the 26 Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 27 28 3. BIDDER's Representations. 29 30 In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: 31 32 a. BIDDER has examined and carefully studied the Bidding Documents and the 33 following Addenda receipt of all, which is hereby acknowledged: (List 34 Addenda by Number and Date) 35 36 ADDENDA NO. 37 r 38 39 40 41 42 43 44 07225.040.036 DATE b. BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. City of Round Rock November 1999 West Transmission Potable Water Pipeline 00301 -2 c. BIDDER is familiar with and is satisfied as to all federal, state and local Laws 2 and Regulations that may affect cost, progress, performance and furnishing of 3 the Work. 4 5 d. BIDDER has obtained and carefully studied (or assumes responsibility for 6 having done so) all such additional or supplementary examinations, 7 investigations, explorations, tests, studies and data conceming conditions 8 (surface, subsurface and Underground Facilities) at or contiguous to the site or 9 otherwise which may affect cost progress, performance or furnishing of the 10 Work or which relate to any aspect of the means, methods, techniques, 11 sequences and procedures of construction to be employed by BIDDER and 12 safety precautions and programs incident thereto. 13 14 e. BIDDER does not consider that any additional examinations, investigations, 15 explorations, tests, studies or data are necessary for the determination of this 16 Bid for performance and fumishing of the Work in accordance with the times, 17 price and other terms and conditions of the Contract Documents. 18 19 f. BIDDER has correlated the information known to BIDDER, information and 20 observations obtained from visits to the site, reports and drawings identified in 21 the Contract Documents and all additional examinations, investigations, 22 explorations, tests, studies and data with the Contract Documents. 23 24 g. BIDDER has given ENGINEER written notice of all conflicts, errors, 25 ambiguities or discrepancies in the Contract Documents and the written 26 resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract 27 Documents are generally sufficient to indicate and convey understanding of all 28 terms and conditions for performing and furnishing the Work for which this 29 Bid is submitted. 30 31 h. Where conflicts, errors, ambiguities or discrepancies have been discovered in 32 or between Contract Documents and/or other related documents, and where 33 said conflicts, etc., have not been resolved through the interpretations or 34 clarifications by ENGINEER as described in the Instructions to Bidders, 35 because of insufficient time or otherwise, BIDDER has included in the Bid the 36 greater quantity or better quality of Work, or compliance with the more 37 stringent requirement resulting in a greater cost. 38 39 i. This Bid is genuine and not made in the interest of or on behalf of any 40 undisclosed person, fine or corporation and is not submitted in conformity 41 with any agreement or rules of any group, association, organization or 42 corporation; BIDDER has not directly or indirectly induced or solicited any 43 other BIDDER to submit a false or sham Bid; BIDDER has not solicited or 44 induced any person, firm or corporation to refrain from bidding; and BIDDER 45 has not sought by collusion to obtain for itself any advantage over any other 46 BIDDER or over OWNER. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 00301 -3 2 4. Bid Prices. 3 4 BIDDER will complete the Work in accordance with the Contract Documents for the 5 following price(s) as indicated on the completed bid price form. Unit and lump sum 6 prices must be shown in words and figures for each item listed, and in the event of 7 discrepancy, words shall govern. 8 9 BID SCHEDULE 10 11 Refer to Section 01061 for a description of the scope of each Base Bid and Additive 12 Alternative Bid Item. OWNER reserves the right to evaluate and award the Base Bid or 13 Altemative Bids. CONTRACTOR must submit Bid prices and all Additive Alternative 14 Bid Items. 15 16 BASE BID ITEMS 17 18 1. Base Bid to include all Work shown on the Drawings and as specified for 19 improvements related for the West Transmission Potable Water Pipeline and all 20 related accessories, with the exception of Trench Safety Systems and Additive 21 Alternative Bid Items. 22 /5'' 7q9 23 LUMP SUM BID PRICE: 24 OA Nato,-)4/4. .00 (2.0 5� 5.7 54va. %Hsi -� Dollars ( o 25 /v JJ. kv N>) ,z2>. (use words), n/i r/ (use figures) 26 27 2. Base Bid for installing, maintaining, and removing approximately 19,130 linear 28 feet of trench and excavation safety systems for the work related to Base Bid 29 Item 1. 30 31 LUMP SUM BID PRICE: o? 32 �I.J+rrnS,� 1 }�US�+7 Dollars ($ pZ 0 ( OVd ) 33 (use words) (use figures) 34 35 TOTAL AMOUNT FOR BASE BID ITEMS 1 AND 2:* 36 /i4 ncc7 2e.// 7 54 ,4 .• 99 37 iv, q f s b n/, .� .v. . f Dollars ($0 ) 38 (use words) (use figures) 39 40 Statement of Materials and Other Charges for Base Bid Items: 41 42 Materials incorporated into Base Bid Items $ y25, oov'C: 43 All other charges associated with Base Bid Items $ 67a, 99gi 6". 44 Total* $ � 5"97 999 � ` — 45 46 *This total must agree with the Total Amount for Base Bid Items 1 and 2 (above). 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00301 -4 2 ALTERNATE BID ITEMS: 3 4 1. Alternate Bid for furnishing all labor, equipment, and materials to provide a 30 -IN 5 diameter pipeline in lieu of the 24 -IN diameter Base Bid. 6 7 1A.Alternate Bid for furnishing all labor, equipment, and materials to provide a 30 -IN 8 diameter pipeline in lieu of the 24 -IN diameter Base Bid. Alternate Bids to 9 include all miscellaneous fittings, adapters, and other materials required as shown 10 on the drawings and indicated in the specifications. 11 p✓'t. .e- 12 - 77 1 7(4 - 7 — .4/747 - 7 Dollars ($431F53) ) 13 (use words) (use figures) 14 15 16 1B.Base Bid for installing, maintaining, and removing approximately 19,130 linear 17 feet of trench and excavation safety systems for the work related to Base Bid 18 Item 1. 19 20 21 714v454u� Dollars ($ ao•0 22 (use words) (use figures) 23 24 TOTALAMOUNT FOR BASE ALTERNATE BID ITEMS lA AND 1B:* 25 0JAI4 fs/G.Lt6s✓ ,t/6. r N /.v47 7-5 4C7- o..s s , ..,J ou 26 17.17t E /4, .bra 4 714. Dollars (4893 333 ) 27 (use words) (use fig 28 29 Statement of Materials and Other Charges for Base Bid Items: 30 no 31 Materials incorporated into Base Bid Items $ /s�o�oob 32 All other charges associated with Base Bid Items $ 1 33 3 °P.-- 33 Total* $ / 3 3 aI? 34 35 •This total must agree with the Total Amount for Base Bid Items IA and I B (above). 36 37 2. Alternate Bid for furnishing all labor, equipment, and materials to provide a 36 -IN 38 diameter pipeline in lieu of the 24-IN diameter Base Bid. 39 40 2A.Alternate Bid for furnishing all labor, equipment, and materials to provide a 36 -IN 41 diameter pipeline in lieu of the 24-IN diameter Base Bid. Alternate Bids to 42 include all miscellaneous fittings, adapters, and other materials required as shown 43 on the drawings and specifications. 44 - 72 /N /LG o.✓ T/< ,4 'P.a-{P Nr.✓FT£.E.✓ �t�of6da.' 45 %I/1,a ,F °betly n/i /� Dollars ($ I 33j 46 (use words) use 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 07225.040.036 00301 -5 1 2 2B.Base Bid for installing, maintaining, and removing approximately 19,130 linear 3 feet of trench and excavation safety systems for the work related to Base Bid 4 Item 1. 5 7 4 y F} p u5 1 Dollars ($1.-5 ) 7 8 r (use words) (use f figures) 9 10 TOTAL AMOUNT FOR BASE ALTERNATE BID ITEMS 2A AND 2B:* 1 1 �• "wee( a.tD - . r7 ✓ir£ �s.�D n�. 12 � l f - 4 4 E ry '0 Dollars ( $ : 2 , 339 5 ) 13 (use words) r (use figures) 14 15 Statement of Materials and Other Charges for Base Bid Items: 16 17 Materials incorporated into Base Bid Items $ 5 - d/ co 18 All other charges associated with Base Bid Items $ 639 335 19 Total* $ 'i.39 335 °y 20 21 "This total must agree with the Fotal Amount for Base Bid Items 2A and 2B (above). 22 23 5. Completion. 24 25 BIDDER agrees that the Work will be substantially completed and completed and ready 26 for final payment in accordance with paragraph 14.8 of the General Conditions on or 27 before the dates or within the number of calendar days indicated below: - 28 29 Substantial Completion 200 days from issuance of Notice to Proceed 30 Final Completion 260 days from issuance of Notice to Proceed 31 32 7. Materials Supplied. 33 34 BIDDER agrees to provide materials and equipment specified as indicated in the 35 individual specification sections. Materials and equipment specified have been evaluated 36 and determined appropriate for the intent of the project. Substitutions must be submitted 37 in writing as specified in Section 01640. BIDDER shall indicate in writing which 38 material or equipment supplier is to be provided for the following: 39 40 Section 15 62: Pipe: Ductile 41 42 24 - inch 44 30 - inch klit tit 1 C 36 - inch 43 44 Section 15064: Pipe: Large Diameter Plastic Pipe 45 46 24 -inch 30- inch 36 -inch City of Round Rock November 1999 West Transmission Potable Water Pipeline 00301 -6 2 Section 15101: Gate Valves � 1 3 W 4 5 Section 15114: Miscellaneous Valves 7 8 7. Liquidated Damages. 9 10 BIDDER accepts the provisions of the General Conditions as to liquidated damages in the 11 event of failure to complete the Work within the times specified. Liquidated Damages for 12 failing to complete the Work indicated shall be assessed as indicated below: 13 14 Substantial Completion $500 /day 15 Final Completion $500 /day 16 17 7. Attached Documents. 18 19 The following documents are attached to and made.a condition of this Bid: 20 a. Required Bid Security in the form of a. 1„,1 b 21 b. Section 00302, Vendors Compliance to State Law. 22 c. Section 00303, Bidders Questionnaire. 23 24 8. Address for Communications. 25 26 Communications conceming this Bid shall be addressed to the address of BIDDER 27 indicated below: 28 Address: Phone: Fax: 07225.040.036 GARNEY COMPANIES. INC. 1331 N.W. VIVION ROAD KANSAS CITY, MISSOURI 64118 ((lea) (tug) ?tI — VVI 29 30 9. Defined Terms. 31 32 Terms used in this Bid which are defined in the General Conditions or Instructions will 33 have the meanings indicated in the General Conditions or Instructions. City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 SUBMITTED on De (?�t h e2, - , 19n. 4 5 6 7 If BIDDER is: 8 9 An Individual 10 11 By (SEAL) 12 (Individual's name) 13 14 doing business as 15 16 Business address: 17 18 Phone No.: 19 20 21 22 23 24 A Partnership 25 26 By (SEAL) 27 (Finn name) 28 29 30 (General partner) 31 32 Business address: 33 34 35 Phone No.: 36 37 38 39 40 00301 -7 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00301 -8 1 A Corporation 2 3 By 4 5 6 7 8 9 By 10 11 12 13 14 15 16 (Corporate Seal) 17 18 Attest T !� 19 Stephe M. McCan a eaa kaccretary) 20 21 Business address: 22 23 24 25 Phone No.: 07225.040.036 Corp. Secretary GARNEY COMPANIES, INC. (Corporation name) 1550 R � (State of incorporati rson authorized to sign) Stephen W. Swatek Vice President (Title) GARNEY COMPANIES, INC. 1331 N.W. VIVION ROAD KANSAS CITY, MISSOURI 64118 (8,0 7 Y - 7 ao (, (SEAL) (SEAL) City of Round Rock November 1999 West Transmission Potable Water Pipeline 00301 -9 2 3 A Joint Venture 4 5 By (SEAL) 6 (Name) 7 8 (Address) 9 10 By (SEAL) 11 (Name) 12 13 (Address) 14 15 16 Phone number and address for receipt of official communications: 17 18 19 20 21 22 NOTE: Each joint venturer must sign. The manner of signing for each individual, 23 partnership and corporation that is a party to the joint venture should be in the manner 24 indicated above. 25 26 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 00302 2 VENDOR COMPLIANCE TO STATE LAW 3 4 5 The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of 6 contracts to non - resident bidders. This law provides that, in order to be awarded a 7 contract as low bidder, non - resident bidders (out of state contractors whose corporate 8 officers or principal place of business are outside of the state of Texas) bid projects for 9 construction, improvements, supplies or services in Texas at an amount lower than the 10 lowest Texas resident by the same amount that a Texas resident bidder would be required 11 to underbid a non - resident bidder in order to obtain a comparable contract in the state in 12 which the non - resident's principal place of business is located. The appropriate blanks in 13 Section A must be filled out by all out -of -state or non - resident bidders in order for your 14 bid to meet specifications. The failure of out -of -state or non - resident contractors to do so 15 will automatically disqualify that bidder. Resident bidders must check the line in 16 Section B. 17 18 A. Non - resident bidder in (give state), our principal place 19 of business, are required to be percent lower than resident bidders 20 by state law. 21 22 Non - resident vendors in Ai Ls SO LL It I (give state), our principal place 23 of business, are not required to underbid resident bidders. 24 25 B. Our principal place of business or corporate offices are in the State of Texas. 26 27 28 29 BIDDER: Stephen W. Swatek GARNEY COMPANIES, INC. By: Vice President (Company Name) (PI Print Address: CARNEY COMPANIES, INC. Signature L 1131 N W VIVION ROAD Title: 30 31 32 33 34 07225.040.036 KANSAS CITY, MISSOURI 64118 City State Zip THIS FORM MUST BE RETURNED WITH YOUR PROPOSAL END OF SECTION 00302 -1 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00303 -1 1 SECTION 00303 2 BIDDER'S QUESTIONNAIRE 3 4 5 The following information is required for evaluation of the low Bidder's qualifications 6 and experience. Complete this form and return it with the Proposal. 7 8 1. Bidder: SISRNEY COMPANIES, INC. 9 10 2. Years in business under present business name: 3 . 11 12 3. Attach a list of similar projects completed in the past five years. Provide the name of 13 the Owner and Engineer for each project and include-the name and telephone number 14 of the contact person for each organization. Q-L C C atta 15 16 4. Attach a list of current projects. Provide the name of the Owner and Engineer for 17 each project and include the name and telephone number of the contact person for 18 each organization Indicate the total value of each contract and the value of the work S 19 remaining. ea atta cke d 20 21 . 5. Have you ever failed to complete any work awarded to you? 22 No )C Yes If yes, explain: 23 24 25 26 6. Are you presently involved in any litigation or lawsuits involving construction work 27 of any type? 28 No x Yes If yes, explain: 29 30 31 32 7. Identify the individuals you propose to serve in the following functions and list the 33 project and contract value of the most recent project they served in the same capacity 34 on: 35 36 Project Manager: 7 ni r JrmNten s 37 Previous Project: 5n jq A 1,o a i Wa Mf_ 5t-t {tarts 1 4 4 / 3 ?, 7 S 38 Project Superintendent: Cscr I 5pt I its I 39 Previous Project: Sot IA n nJost�o 1,l��i kr Sa 5ifAs 4 'S (At 71? 40 / �� 41 8. Identify your principal bank: /vp - i yrt S.I�zn.1C (ArrW - , ityy rc24 ut cs- 42 Contact Person: Phone: (fo3Y 76,r 5137 2 — 43 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water; Pipeline 00303 -2 t 9. Identify your bonding company /agent: 171,potun A (6et_ 2 Contact Person: (y .n.2 k le..;ra Phone: (ig(&) $ya - ¥SOo 3 4 10. What percent of annual volume is in water system improvement construction? ` 5 6 11. Has the company installed at least 20 miles of large- diameter (24- inches in diameter 7 or larger) pipeline over the last 3 years? lA e5 8 9 12. Volume of gross construction business during the last three years: 10 11 1998 $ 54, 1 2 1 (6; 12 1997 $ �s 040, f ' 13 1996 $ ( 4, 70 ¥V7 14 15 13. Has the company received an OSHA citation during the most recent 12 mos.? 16 (Yes or No). If Yes, then how many and for what ? /Vp 17 18 19 20 14. How many lost time accidents has the company had in the last year? Z. s O 21 If any, then describe accidents and amounts of time lost. &kat(' ha c..lr. Sprat Jl - ^1 22 4QuPkawCA AA.4k [mAen Liar`. - ry 5 23 24 THIS FORM MUST BE RETURNED WITH YOUR PROPOSAL 25 26 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 I BIDDER (Name and Address): GARNEY COMPANIES, INC 1331 N. W. VIVIONROAD 1 1 I OWNER (Name and Address): .CITY OF ROUND ROCK 1 1 1 BOND BOND NUMBER: - - - DATE: (Not later than Bid Due Date): December 7 1999 PENAL SUM: FIVE (5 %) PERCENT OF TOTAL AMOUNT BID--- - - - - -- IN WITNESS WHEREOF, Surety and Bidder, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Bid Bond to be duly executed on its behalf by its authorized officer, agent, or representative. BIDDER 1 I G ARNEY COM PANIES. IN C. Bidder's Name and Corporate Seal 1 By: SURETY (Name and Address of Principal Place of Business): AMERICAN AUTOMOBILE INSURANCE COMPANY 777 SAN MARIN DRIVE NOVATO, CA 94998 -2000 Attest: KANSAS CITY MO 64118 ROUINDROCK TFXAS BID BID DUE DATE: December 7 1999 PROJECT (Brief Description Including Location): WEST TRANSMISSION POTABLE WATER PIPELINE BID BOND SURETY (Seal) AMERICAN AUTOMOBILE INSURANCE COMPANY (Seal) Surety's Name and Corporate Seal Page 1 or 2 • By: 4L v ' C/ Attorney -in -F ct Attest: Signature and Title Linda L. Nutt, Attorney -in -Fact PENAL SUM FORM -S47/./n. S' nat /em u(@ and Title Stephen M. mnuanaIesa Coro. Secretors Note (1) Above addresses are to be used for giving required notice. (2) Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable. EJCDC NO. 1910 -28 -C (1990 Edition) S- 36301•3EEF 6/96 Signature and Title 1 1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face 'of this Bond. 2. Default of Bidder shall occur upon the failure of Bidder to ' deliver within the time required by the Bidding Documents the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding , Documents and Contract Documents. 3 1 1 1 1 1 1 1 This obligation shall be null and void if 3.1. Owner accepts Bidder's bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract Documents, or 3.2. All bids are rejected by Owner, or 3.3. Owner fails to issue a notice of award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default ' of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of and any and all defenses based on or ' arising out of any time extension to issue notice of award agreed to in writing by Owner and Bidder, provided that the time for issuing notice of award including extensions shall not in the aggregate exceed 120 days from Bid Due Date without Surety's written ' consent. 6. No suit or action shall be commenced under this Bond prior to ' 30 calendar days after the notice of default required in paragraph 4 above is received by Bidder and Surety, and in no case later than one year after Bid Due Date. ' 7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located. EJCDC NO. 1910 -28 -C (1990 Edition) ' 6- 36301GEEF 6/96 Page 2 of 2 8. Notice required hereunder shall be in writing and sent to Bidder and Surety at their respective, addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier or by United States Registered or Certified Mail, return receipt requested, postage pre -paid, and shall be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent or representative who executed this Bond on behalf of Surety to execute, seal and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of the Bond conflicts with any applicable provision of any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect. 11. The term "bid" as used herein includes a bid, offer or proposal as applicable. JAN -24 -00 MON 12 : 51 PM THOMASIMCGEE FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION ASSOCIATED INDEMNITY CORPORATION THE AMERICAN INSURANCE COMPANY AMERICAN AUTOMOBILE INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That FIREMAN'S FUND INSURANCE COMPANY, a California corporation, NATIONAL SURETY CORPORATION. an Illinois corporanon, THE AMERICAN INSURANCE COMPANY, a New Iesey oorpornioo redot osdnuxl io Nobaska, ASSOCIATED INDEMNITY CORPORATION, 3 California corporation, and AMERICAN AUTOMOBILE INSURANCE COMPANY, a Miaow' eorpOrslion, (herein collectively called 'Mc Companies') does each hereby cpporm MICHAEL DWIGHT WILLIAMS, JEFFERY L. TRENTHAFI, STEVEN W. POND, LINDA SPRATT, HARRY J. BROWNLEE, DAVID 0. TURNER, DALLAS TX their 11380 and lawful Annrney(s7- in.Fael with fall power of authority hereby conferred in tneu name, place and stead. to execute, seat. ectrrt0 e0ge and de1t•u 1ty 000.001 bond.. linden ;IInei. recaenm nee, or «Oner wri(1ai 01183119111 nature to r•O( and 10 1:1100 1113 Co,npanic. thereby as fully aria to the tame eat0nt a.. .5 taco how. ,.cr. .ren.d by Inc Pre,i 00. .clad with Inc corpora a ,0,t, ,.i tna Compaai . .,ca intones by ma Compam y" Secraory hereby rectifying and Oofirming a/I 1031 the ,old 0110m4y(.Y41 .0 40 it/ mC 90101.03. This power of attorney i.. granted un4Cr and by 3813 aulMx110 of Amcor VII nr the By.low. of FIREMAN'S FUND INSURANCE COMPANY. NATIONAL SURETY CORPORATION. THE AMERICAN INSURANCE COMPANY. ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY wb:m pm.1sions ore now in MI force and d(e +1. This power of attorney is signed and seekd under me authority of Inc follnw.ns Resolution mooted by the Baud of D1rcelu0 0t 9I5EMAN FUND (NSURANCC COMPANY, NATIONAL SURETY CORPORATION, THE .AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY at a meeting duly 4:85404 and held. or by urn= eonsen1, on the 1941 Day of March. 1995, +n0 said RenlNion has sa been amer.leJ or reprdcd. - RESOLVED, mat me .ign3ture of any Vic3-Pr:riceK. A.siwn0 Secretory. and Resident Aaasunt 9 0creury of me C041544k., =S du Sul of the Companies maybe affixed or printed 00 say power of attorney. on any focoeatIon of any power of aoomev, or on any 4cn1Bcate /0130804 913,000, by (cs10tle, cod any power o f 3 any rercca1ion of any power of attorney, or cenifical0 beating wen facsimile signor= or (30Gmile anal Shaft bo yawl and mndin; apon the Companies. W S WHEREO B F, two 2C `e"�'e Ca ies r have �9�R c cau004 Ass to be signed by then Vice- Pteaidenr, and their corporate salt to 00 nereumo 0Aued NH 85x7 STATE OF CALIFORNIA COUNTY OF MARIN On this 17 day of December 1998 before me personally cane M. A. Malloneo to me known, woo, acing by nw duly swam, did depose sod ay, drat ba is a Vicatrsidem of each company, described in and 491[11 eze vted she abo0c inzatnrn0 that he yl1nw4 tae seals of the said Companies: that the seals af5ucd so the s ai d 1ttsa10near are such aaapany Sa/S: da31 they wore so x15OO4 by order of the Hord of Directors of said comp Dies and the. he 58,04 his mum LIMO by like adeer. Qs WT[14ESS WHEREOF. I hate sstramfn set my hand sad e(Ytae85 ray ((Finial seal. the day and year herein Era above wrioen. J Ls. L OCAMPO Commia340O # 1163726 Notary PuOSc - COTilamia jf Matto C 1 MyCormtF�t _14Z2B2B2:01 STATE OF CALIFORNIA. ss. COUNTY OF MARIN 369799-01.98 my of CERTIFICATE i .ee.ur, FAX:18168425516 PAGE 2 J.. FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION THE AMERICAN INSURANCE COMPANY ASSOCIATED INDEMNITY CORPORATION AMERICAN AUTOMOBILE INSURANCE COMPANY %War, Nthe L du undersigned, Res4dena Asstwot So 0o1ory attach company. DO HEREBY CERTIFY thaz the foregoing awl aah04 POWER OF ATTORNEY comae in full force and has not been rooked: and 6.0.1....m rhos A,7414 YU of � tac Bj-LSws of each company, and Ue R:sot:Kan of Board of Directors: wt forth in 8510 Power of Attorney, are now In force. Signed and scale at ((a C0unry of Marin. Damd dsc I • FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION ASSOCIATED INDEMNITY CORPORATION THE AMERICAN INSURANCE COMPANY AMERICAN AUTOMOBILE INSURANCE COMPANY GENERAL. POWER OF ATTORNEY . KNOW ALL MEN BY THESE PRESENTS: That FIREMAN'S FUND INSURANCE COMPANY, a California corporation, NATIONAL SURETY CORPORATION, an Illinois corporation, THE AMERICAN INSURANCE COMPANY, a New Jersey corporation redorrlesticated in Nebraska. ASSOCIATED INDEMNITY CORPORATION, a California corporation. and AMERICAN AUTOMOBILE INSURANCE COMPANY, a Missouri corporation, (herein collectively called "rte Companies ") does each hereby appoint THOMAS M. ENGLISH, THOMAS P. LATZ, EUGENE A. KLEIN, LAWRENCE S. KAMINSKY, MICHAEL T. KELLY, ERIC VAN BUSKIRK, J. DOUGLAS JOYCE, LINDA L. NUTT, BARBARA A. MILLER & CHRISTINE A. HOLLOWAY, KANSAS CITY MO their true and lawful Attorney(s)-in-Fact. with full power of authority hereby conferred in their name, place and stead, to execute. seal. acknowledge and deliver any and all bonds. undertakings, recognizances or other written obligations in the nature thereof and to bind the Companies thereby as fully and to the same extent as if such bonds were signed by the President. sealed with the corporate seals of the Companies and duly attested by the Companies' Secretary, hereby ratifying and confirming all that the said Attorney(s) -m -Fact may do in the premises. This power of attorney is granted under and by the authority of Article VII of the By -laws of FIREMAN'S FUND INSURANCE COMPANY. NATIONAL SURETY CORPORATION, THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY which provisions are now in full force and effect. This power of attorney is signed and sealed under the authority of the following Resolution adopted by the Board of Directors of FIREMAN'S FUND INSURANCE COMPANY, NATIONAL. SURETY CORPORATION. THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY at a meeting duly called and held. or by written consent. on the 19th day of March. 1995. and said Resolution has not been amended or repealed: "RESOLVED. That the signature of any Vice - President, Assistant Secretary. and Resident Assistant Secretary of Inc t Companies, and the seal of the Companies may be affixed or printed on any power of attorney, on any revocation of any power of altomey, or on any certificate relating thereto, by facsimile. and any power of altomey, any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Companies :' IN W TNESS WHEREOF, the Companies have caused N se cents to be signed by their Vice- President. and their corporate seals to be hereunto affixed this iU dayot Novemb i9�8 STATE OF CALIFORNIA ss. COUNTY OF MARIN On this 10 day of November 1 998 before me personally came M. A. Mallonee to me known, who, being by me duly sworn, did depose and say: that he is a Vice - President of each company. described in and which executed the above instrument; that he knows the seals of the said Companies; that the seals affixed to the said instrument are such company seals; that they were so affixed by order of the Board of Directors of said companies and that he signed his name thereto by like order. IN WITNESS WHEREOF. I have hereunto set my hand and affixed my official seal, the day and year herein first above written. COUNTY OF MARIN 36078941.98 L OCAMPO Commission # 1163726 ;x '419 Main County My Comm. Expires Nov78, 2701 STATE OF CALIFORNIA J NotoryPublic- Califomla $ ss. CERTIFICATE FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION THE AMERICAN INSURANCE COMPANY ASSOCIATED INDEMNITY CORPORATION AMERICAN AUTOMOBILE INSURANCE COMPANY 1999 Notary Public I, the undersigned, Resident Assistant Secretary of each company, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore that Article VII of the By -laws of each company, and the Resolution of the Board of Directors; set forth in the Power of Attorney, are now in force. Signed and sealed at the County of Marin. Dated the 7th thy op December 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - UISCLOSUKt 01 LiWM -CAN .I r rUNU NUM-Atli IUIVMI SUN TEXAS SENATE BILL 255:_ In the event AMERICAN AUTOMOBILE INSIIRANCF COMPANY is unable to fulfill it's contractural obligations under this policy or contract or application or certificate of evidence of coverage, the policyholder or certificate holder is not protected by an insurance guaranty fund or other solvency protection arrangement. COMPLAINT NOTICE: Should any dispute arise about your premium or about a claim that you have filed, write to the company that issued the bond or policy. If the problem is not resolved, you may also write to the State Board of Insurance, P.O. Box 149091, Austin, Texas 78714 -9091, Fax # (512) 475 -1771. This notice of complaint procedure is for information only and does not become part or condition of this bond or policy. C al e- ne COMPANIES, INC. PHONE (816) 741 -4600 1331 N.W. VIVION ROAD KANSAS CITY, MISSOURI 64118 -4554 FAX (8t6) 741 -4488 CREDIT INFORMATION Chief Place of Business: 1331 N. W. Vivion Road. Kansas City, MO 64118 All invoices, statements, etc. should be sent to this address Nature of Business: Construction Tax I. D. No.: 44- 0658613 Tax Exempt Status: We should be taxed, unless a job exemption is issued State of Incorporation: Missouri Owners or Principals: Charles A. Gamey, Chairman of the Board Robert A. Millwee, President/CEO Montle Tripp, Executive Vice President J. W. Youngblood, Sr. Vice President Thomas J. Dahl, Vice President - Finance Stephen M. McCandless, Vice President - Operations Stephen W. Swatek, Vice President D 8 B Rating: 3A2 (Duns Number 07- 306 -2325) Business Started: Incorporated in 1962 Banking Affiliation: NationsBank Credit Inquiry Services SC3-250-02-46 P. 0. Box 100214 Columbia, South Carolina 29202 -3214 (803) 765-4882 hours: 8:30 a.m. to 5:00 p.m. Eastem Time (900) 555-5100 fax service for expedited requests - $5.00 fee Bonding Agent: Thomas McGee Kansas City, Missouri Gene Klein, Account Manager (816) 8424800 Major Suppliers: American Cast Iron Pipe Company Credit Department P 0 Box 2727 Birmingham, AL 35202 (205) 325 -7038 Dean Machinery Company Mr. Bob Thomas, Assistant Treasurer 1201 W. 31" Street Kansas City, MO 64108 (816) 753 -5300 Kansas City Concrete Pipe Company Mr. Jim Spangler, Controller 23600 W. 40. Kansas City, KS 66111 (913) 422 -3634 Northwest Pipe Company Ms. Janis Pixler-Lindsey P 0 Box 2852 Denver, CO 80201- 2852 (800) 289 -4080 ext. 123 Price Brothers Company Ms. Joyce Lobo, Credit Manager P O Box 825 Dayton, OH 45401 (937) 226 -8833 Special Requirements: PURCHASE ORDER REQUIRED For financial statement or other information, please contact Thomas J. Dahl, Vice President — Finance (revMay99) 100%EMPLOYEEOWNED • 1 1 1 1 I 1 IA 1 ' A A 1 tODUCER Liberty Mutual Ins. Co. 13160 Foster Street Overland Park KS 66213 STUD Garney Companies C 1331 N.W. Vivion Road Kansas City O 64118 -4554 D EIS IS TO CERTIFY T the Insured named above is insured by the Companies listed above with respect to the business perations hereinafter described, for the types of insurance and in accordance with the provisions of the standard policies used by ie companies, and further hereinafter described. Exceptions to the policies are noted below. 'O TYPE OF INSURANCE POLICY EFFECTIVE EXPIRATION LIMITS .TR NUMBER DATE DATE GENERAL UABWIY TB2 141 - 047635 - 050 01 /01 /00 01/01/01 AUIOMOE {J�g y AS2 -141- 047635 -019 01/01/00 01/01/01 EOcC Ss LIABI1TY TH1 -141- 0426942 - 020 01/01/00 01/01/01 WORKERS' COMPHHSATIONAND EMPLOYERS' UABRJIY OTHER 1 1 11 7225.040.036 1 WA2 -14D- 426942- 149 01 /01 /00 01/01/01 ■ruscxupr3Er OP OPFRA77ptLSR,OCA ITEMS/EXCEPTIONS CATE HOLDER City ofRoumd Rock 221 E. Main Snag Round Rock, Texas 75664 Arm: Joanne Land TypedNma: Debbie Smith Title Account Executive . City ofRotmd Rock West Transmission Potable Water Pipeline COMPANIES AFFORDING COVERAGE A. Liberty Mutual Ins. B GENFRALAOOREGATE 5 PRODUC1 - QMP/OPAGG. S PERSONALRAOY.INJURY .5 EACH OCCURRENCE S FIREDAMAGE(Anyoncfue) S Mm.E7tPIDSE(Aaymnpcam) S 2,000,000 1,000,000 1,000,000 1,000,000 100,000 5,000 COMBI EDSBlca.LjMrr S 1,000,000 BODILYDDURY(Pcpenm) S BODILY 1NJU Y 0traoeidmt) S PROPERTY D rAGE�Ah ►G� S EACH OCCURRENCE s 5,000,000 AGGREGATE 5 STATUTORY LIMITS EACH ACCIDENT DISEASE -POLEY MUT DISEASE - E.AcII EIP1OYEE S 500,000 S 500,000 2 500,000 City ((Round Rock is named at addmooal insured with respect to all policies except Workers' Compmmatioa and Employers' Liabttty. Should any of the above doanibed policies by cancelled or changed before the expiration da a OIereol the issuing company will mail dtiny (30) days wince anti=, to the holder named below. November 1999 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 00700 2 GENERAL CONDITIONS 3 4 5 (See Attached EJCDC Document No. 1910 -8, 1996 Edition) 07225.040.036 00700 -1 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MOTE: These EJCDC Documents have been modified as indicated herein, a indicates that language has been deleted from the EJCDC General Conditions. an underline indicates that the language has been added to EJCDC General Conditions. This document has important legal consequences: consultation with an attorney is encouraged with respect to its completion or modification. FJCDC No. 1910.8 (1990 Edition) Revised 4/7/9711/2/99 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by Engineers Joint Contract Documents Committee and Issued and Published Jointly By PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS CONSTRUCTION SPECIFICATIONS INSTITUTE This document has been approved and endorsed by The Associated General Contractors (AGC) of America These General Conditions have been prepared for use with the Owner-Contractor Agreements (No. 1910-8 -A-1 or 1910- 8 -A -2) (1990 Editions). Thew provisions are interrelated and a change in one may necessitate a change in the others. Continents conceming their usage are contained m the Commentary on Agreements for Engineering Services and Contract Documents (No. 1910-9) (1986 Edition). For guidance in the preparation of Supplementary Conditioner, see Guide to the Preparation of Supplementary Conditions (No. 1910-17) (1990 Edition). When bidding is involved, the Standard Form of instructions to Bidders (No. 1910-12) (1990 Edition) may be used. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Article or Paragraph Nwober & Title 1. DEFINITIONS 13 1.1 Addenda 13 1.2 Agreement 13 13 Application for Payment 13 1.4 Asbestos 13 1.5 Bid 13 1.6 Bidding Documents l3 1.7 Bidding Requirements 13 1.8. Bonds 13 1.9 Change Order 13 1.10 Contract Documents 13 1.11 Contract Price 13 1.12 Contract Times 13 1.13 CONTRACTOR 13 1.14 defective 13 1.15 Drawings 13 1.16 Effective Date of the Agreement 13 1.17 ENGINEER 13 1.18 ENGINEER's Consultant ...._ ........................... 13 1.19 Field Order 13 1.20 General Requirements 14 1.21 Hazardous Waste 14 1.22 Laws and Regulations; Laws or Regulations 14 1.23 Liens 14 1.24 Milestone 14 1.25 Notice of Award 14 1.26 Notice to Proceed 14 1.27 OWNER.. 14 1.28 Partial Utilization 14 1.29 PCBs 14 130 Paroleum ..................._......_ 14 1.31 Project 14 1.32 Radioactive Material 14 1.33 Resident Project Representative 14 1.34 Samples 14 135 Shop Drawings 14 1.36 Specifications 14 1.37 Subcontractor 14 138 Substantial Completion .. 14 139 Supplementary Conditions 14 1.40 Supplier 14 1.41 Undergtamd Facilities 14 1.42 Unit Price Work 14 1.43 Work 15 1.44 Wok Change Directive 15 1.45 Written Amendment 15 2. PRELIMINARY MATTERS 15 2.1 Delivery of Bonds 15 22 Copies of Documents 15 23 Commencement of Contract Times; Notice to Proceed 15 2.4 Starting the Work 15 TABLE OF CONTENTS OF GENERAL CONDITIONS Page Article or Paragraph Number Number & Title Page Number 2.5 -2.7 Before Starting Construction; CONTRACTOR's Responsibility to Report; Preliminary Schedules; Delivery of Certificates of Insurance 15 2.8 ?reconstruction Conference 16 2.9 Initially Acceptable Schedules 16 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 16 3.1 -32 Intent 16 33 Reference to Standards and Specifications of Technical Societies; Reporting and Resolving Discrepancies 16 3.4 Intent of Certain Terms or Adjectives 17 3.5 Amending Contract Documents 17 3.6 Supplementing Contract Documents 17 3.7 Reuse of Documents . 17 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDDTONS; REFERENCE POINTS 18 4.1 Availability of Lands 18 4.2 Subsurface and Physical Conditions 18 4.2.1 Reports and Drawings 18 42.2 Limited Reliance by CONTRACTOR Authorized; Technical Data 18 413 Notice of Differing Subsurface or Physical Conditions 18 4.2.4 ENGINEER% Review 18 4.23 Possible Contact Documents Change 18 4.2.6 Possible Price and Times Adjustments 18 43 Physical Conditions- Underground Facilities 19 42.1 Shown or Indicated 19 43.2 Not Shown or Indicated 19 4.4 Red rence Pants 19 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 19 5. BONDS AND INSURANCE _ 20 5.1 -5.2 Performance, Payment and Other Bonds 20 53 Licensed Sureties and Insurers; Certificates oflnswance 20 5.4 CONTRACTOR's Liability Insurance 21 5.5 OWNER% Liability Insurance 21 5.6 Property Insurance 21 5.7 Boiler and Machinery or Additional Property htsurance 22 5.8 Notice ofCancellwiou Provisions 22 5.9 CONTRACTOR% Responsibility for Deductible Amounts 22 5.10 Other Special Insuance 22 5.11 Waiver of Rights 22 5.12-5.13 Receipt and Application of Insurance Proceeds 22 5.14 Acceptance of Bonds and Insurance; Option to Replace 23 5.15 Partial Utilization- Property Insurance 23 6. CONTRACTOR'S RESPONSIBILITIES 23 6.1 -6.2 Supervision and Superintendence 23 63-6.5 Labor, Materials and Equipment 23 6.6 Progress Schedule 24 6.7 Substitutes and "Or- Equal" Items; CONTRACTORS Expense; Substitute Construction Methods or Procedures; ENGINEER'S Evaluation 24 6.8-6.11 Concerning Subcontractors, Suppliers and Others; Waiver of Rights 25 6.12 Patent Fees and Royalties 26 6.13 Permits 26 6.14 laws and Regulations 26 6.15 Taxes 26 6.16 Use of Premises 26 6.17 Site Cleanliness 26 6.18 Safe Structural Loading 26 6.19 Record Documents 27 6.20 Safety and Protection 27 6.21 Safety Representative 27 6.22 Hazard Conmunication Programs 27 6.23 Emergencies 27 6.24 Shop Drawings and Samples 27 6.25 Submittal Procedures; CONTRACTORS Review Prior to Shop Drawing or Sample Submittal 28 6.26 Shop Drawing & Sample Submittals Review by ENGINEER 28 6.27 Responsibility for Variation From Contract Documents 28 6.28 Related Work Performed Prior to ENGINEER'S Review and Approval of Required Submittals 29 6.29 Continuing the Work 29 6.30 CONTRACTOR's General Warranty and Guarantee 29 6.31 -6.33 Indemnification 29 6.34 Survival of Obligations 30 7. OTHER WORK . 30 7.1 -7.3 Related Work at Site 30 7.4 Cordmation 30 8. OWNER'S RESPONSIBILITIES 30 8.1 Correnunications to Contractor 30 8.2 Replacement of ENGINEER 30 ' 8.3 Furnish Data and Pay Promptly When Due 30 8.4 Lands and Easements; Reports and Tests... 30 85 Insurance .....- 31 2 8.6 Change Orders - 31 8.7 Inspections, Tests and Approvals 31 8.8 Stop or Suspend Work; Terminate CONTRACTOR'S Services 31 8.9 Limitations an OWNETes Responsibilities 31 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 31 8.11 Evidence of Financial Arrangements 31 9. ENGINEERS STATUS DURING ,CONSTRUCTION 31 9.1 OWNER'S Representative 31 91 Visits to Site 31 9.3 Project Representative 31 9.4 Clarifications and Interpretations 31 9.5 Authorized Variations in Work 32 9.6 Rejecting Defective Work 32 9.7-9.9 Shop Drawings, Change Orders and Payments 32 9.10 Determinations for Unit Prices 32 9.11-9.12 Decisions on Disputes; ENGINEER as Initial Interpreter 32 9.13 Limitations on ENGINEER'S Authority and Responsibilities 33 10. CHANGES IN THE WORK 33 10.1 OWNER Ordered Change 33 10.2 Claim for Adjustment 33 10.3 Work Not Required by Contract Documents 33 10.4 Change Orders. 33 10.5 Notification of Surety 33 11. CHANGE OF CONTRACT PRICE 34 11.1 -11.3 Contract Price; Claim for Adjustment; Value of the Work 34 11.4 Cost of the Work 34 115 Exclusions to Cost of the Work 35 11.6 CONTRACTOR's Fee 35 11.7 Cost Records 36 11.8 Cash Allowances 36 119 Unit Price Work 36 12. CHANGE OF CONTRACT TIMES 36 12.1 Claim for Adjustment 36 12.2 Time of the Essence 37 123 Delays Beyond CONTRACTOR's Control 37 12.4 Delays Beyond OWNERS and CONTRACTOR'S Control 37 11 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 37 13.1 Notice of Defects 37 13.2 Access to the Work 37 133 Tests and Inspections; Contractor's Cooperation 37 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13-4 OWNER's Responsibilities; Independent Testing Laboratory 37 115 CONTRACTOR's Responsibilities 37 116-13.7 Covering Work Prior to Inspection, Testing or Approval 38 13.8 -13.9 Uncovering Wotk at ENGINEER's Request 38 13.10 OWNER May Stop the Work 38 13.11 Correction or Removal of Defective8 Work 13.12 Correction Periods 38 13.13 Acceptance of Defective Work 39 13.14 OWNER May Correct Defective Work 39 14. PAYMENTS TO CONTRACTOR AND COMPLETION 39 14.1 Schedule of Values 39 14.2 Application for Progress Paymen t 39 14.3 CONfRACTOR's Warranty of Title . 39 14.4 -14.7 Review of Applications for Progress Payments 39 14.8 -14.9 Substantial Completion 40 14.10 Partial Utilization 41 14.11 Final Inspection 41 3 14.12 Final Application for Payment 41 14.13 -14.14 Final Payment and Acceptance 41 14.15 Waiver of Claims 42 15. SUSPENSION OF WORK AND TERMINATION 42 15.1 OWNER May Suspend Work 42 15.2 -15.4 OWNER May Terminate 42 15.5 CONTRACTOR May Stop Work or Terminate 43 16. DISPUTE RESOLUTION 44 17. MISCELLANEOUS 44 17.1 Giving Notice 44 172 Computation of Times 44 17.3 Notice of Claim 44 17.4 Cumulative Remedies...._ 44 17.5 Professional Fees and Court Costs Includes 44 EXHIBIT GC -A (Optional): Dispute Resolution Agreement (Optional) 45 16.1 -16.6 Arbitration 45 16.7 .Mediation 46" Article or Paragraph Number Acceptance of Bonds and Msurance 5.14 dejeeNve Work 10.4.1, 13.13, 13.15 final payment 9.12, 14.15 insurance 5.14 other Work, by CONTRACTOR 7.3 Substitutes and "Or- Equal" Itens 6.7.1 Work by OWNER 2.5, 6.30, 6.34 Access to the- Lands, OWNER and CONTRACTOR responsibilities 4.1 site, related work 7.2 Work 13.2, 13.14,14.9 Acts or Omissions -, Acts and Omissions - CONTRACTOR 6.9.1, 9.13.3 ENGINEER 6.20, 9.13.3 OWNER 6.20, 8.9 Addenda- definition of (also see definition of Specifications) (1.6, 1.10, 6.19)1.1 Additional Property insurances 5.7 Adjustments Contract Price or Contract Times l.5,3.8,4.1,4.3.2,4.5.2., 4.53, 9.4, 9.5, 10.2 - 10.4,11,12,14.8,15.1 progress schedule 6.6 Agreement- definition of 1.2 All risk Insurance, policy form - 5.6.2 Allowances, Cash . 11.8 Amending Contract Documents 3.5 Amendment, Written- in general 1.10, 1.45, 3.5, 5.10, 5.12, 6.6.2, 6.82, 6.19, 10.1, 10.4, 112, 12.1, 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to 9.10,9.11,10.4,16.2,16.5 Application for Payment - definition of 13 ENGINEER'S Responsibility 9.9 final payment 9.13.4, 9.13.5, 14.12 -14.15 in general 2.8, 2.9, 5.6.4, 9.10, 15.5 progress payment 14.1,14.7 review of 14.4 -14.7 Arbitration (Optional) 16.1 -16.6 Asbestos- claims pursuant therein 4.52, 4.53 CONTRACTOR authorized to stop Work ..._ ........................... 4.52 definition of 1,4 OWNER responsibility for 4.5.1, 8.10 possible price and times change 4.5.2 Authorized Variations in Work.. 3.6, 625, 627, 9.5 Availability of Lands 4.1, 8.4 Award, Notice of-defined 1.25 Before Starting Construction 25 -2.8 Bid-definition of 1.5 INDEX TO GENERAL CONDITIONS 4 Article or Parogroph Number (1.1, 1.10, 2.3, 3.3, 4.2.6.4, 6.13, 11.4.3, 11.9.1) Bidding Documents - Definition of 1.6 (6.8.2) Bidding Requirements- definitions of 1.7 (1.1, 4.2.62) Bonds- acceptance of 5.14 additional bonds 10.5, 11.45.9 Cost of the Work 11.5.4 definition of 1.8 delivery of 2.1, 5.1 final application for payment. 14 12 -14.14 general 1.10, 5.1 -53, 5.13, 9.13,105,14.7.6 performance, Payment and Other 5.1 -52 Bonds and Insurance -in general 5 Builder's risk "all risk" polity form 5.6.2 Cancellation Provisions, Insurance 5-4.11, 5.8, 5.15 Cash Alktwances 11.8 Certificate of Substantial Completion 138, 6.30.2.3, 14.8, 14.10 Certificates of Inspection 9.13.4, 13.5, 14.12 Certificates of Insurance 2.7, 5.3, 5.4.11, 5.4.13, 5.6.5, 5.8, 5.14, 9.13.4, 14.12 Change in Contract Price- Cash Allowances 11.8 claim for price adjusmnent 4.1, 4.2.6, 45, 5.15, 6.8.2, 9.4, 9.5, 9.11, 102, 10.5, 112, 13.9, 13.13,13.14,15.1,15.5 CONTRACTORS fee 11.6 Cost of the Work general 11.4 -11.7 Exclusions to 11.5 Cost Records 11.7 in general 1.19, 1.44, 9.11, 10.4.2, 10.4.3, 11 Lump Sum Pricing 1132 Notification of Surety 10.5 Scope of 103 -10.4 Testing and Inspection, Uncovering the Work... 13.9 Unit Price Work 11.9 Value of Work 11.3 Change in Contract Times - Claim for times adjustment 4.1, 42.6, 4.5, 5.15, 6.82, 9.4, 9.5, 9.11, 102, 10.5, 12.1, 13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Contactual time limits 122 Delays beyond CONTRACTORSs control of 12.3 Delays beyond OWNER's and CONTRACTOR' con- trol 12.4 Notification of surety 10.5 Scope of change 10.3-10.4 Change Orders- Acceptance of Defective Work 13.13 Amending Contract Documents 3.5 Cash Alowances 11.8 Clangs of Contract Price...._ 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Change of Contract Tortes 12 Changes in the Work 10 CONTRACTOR's fee 11.6 Cost of the Work 11.4-11.7 Cost Records 11.7 definition of 1.9 emergencies 623 ENGI'NEER's responsibility 9.8, 10.4, 11.2, 12.1 execution of 10.4 Indemnification 6.12, 6.16, 6.31, 6.33 Insurance, Bonds and 5.10, 5.13, 10.5 OWNER may terminate 15.2 -15.4 OWNER'S Responsibility 8.6, 10.4 Physical Conditions - Subsurface and 4.2 Underground Facilities 4.3.2 Record Documents 6.19 Scope of Change 10.3 -10.4 Substitutes.. 6.7.3, 6.8.2 Unit Price Work 11.9 value of Work, covered by 11.3 Changes in the Work 10 Notification of surety 10.3 OWNER's and CONTRACTOR's responsibilities 10.4 Right to an adjustment.. 10.2 Scope of change 10.3 -10.4 Claims - against CONTRACTOR 6.16 against ENGINEER 6.32 against OWNER 6.32 Change of Contract Price 9.4, 11.2 Change of Contract Times 9.4, 12.1 CONTRACTOR's 4,7-1, 9.4, 9.5, 9.11, 10.2, 11.2, 11.9, 12.1, 14.8, 15.1, 15.5, 17.3 CONTRACTOR's Fee 11.6 CONTRACTOR's liability 5.4, 6.12, 6.16, 6.31 Cost of the Work 11.4, 11.5 Decisions on Disputes. 9.11, 9.12 Dispute Resolution 16.1 Dispute Resolution Agreement 16.1 -16.6 ENGINEER as initial interprets 9.11 Lump Sum Pricing 113.2 Notice of 17.3 OWNER's 9.4,9.5,9.11,10.2,112,11.9,12.1 13.9,13.13,13.14,17.3 OWNER's liability 5.5 OWNER may refuse to make payment 14.7 Professional Fees and Court Costs Included 17.5 request for formal decision on 9.11 Substitute items.. 6 7.1.2 Time Extension.. 12.1 Time requirements .. 9.11, 12.1 Unit Price Work 11.9.3 Value of _ 11.3 Waiver of -on Final Payment 14.14, 14.15 Work Change Directive 10.2 written notice required 9.11,11.2, 12.1 Clarifications and Interpretations 3.63, 9.4, 9.11 Clean Site 6.17 Codes of Technical Society, Organization or Association 3.3.3 Commencement of Contract Times 13 Contmunications- general 62, 6.92, 8.1 Hazard Communication Progratrs.. 622 Completion- Final Application for Payment 14.12 Final Inspection 14.11 Final Payment and Acceptance 14.13 -14.14 Partial Utilization 14.10 Substantial Completion 1.38, 14.8 -14.9 Waiver of Claims 14.15 Computation of Times 17.2.l- 17.2.2 Concerning Subcontractors, Suppliers and Others 6.8 -6.11 Conferences- initially acceptable schedules 2.9 preconstruction 2.8 Conflict, Error, Ambiguity, Discrepancy - CONTRACTOR to report 2.5, 3.3.2 Construction, before starting by CONTRACTOR 2.5 -2.7 Construction Machinery, Equipment, etc 6.4 Continuing the Work 6.29, 10.4 Contract Documens- Arnending 3.5 Bonds 5.1 Cash Allowances 11.8 Change of Contract Price 11 Change of Contract Times 12 Changes in the Work 10.4 -10.5 check and verify 2.5 Clarifications and Interpretations 3.2, 3.6, 9.4, 9.11 definition of 1.10 ENGINEER as initial interpreter of 9.11 ENGINEER as OWNER's representative 9.1 general 3 Insurance 5.3 Intent 3.1 -3.4 minor variations in the Work. 3.6 OWNER's responsibility to furnish data 8.3 OWNER's responsibility to make promptly payment 8.3, 14.4, 14.13 precedence 3.1, 3.3.3 Record Documents 6.19 Reference to Standards and Specifications of Technical Societies 3.3 Related Work 7.2 Reporting and Resolving Discrepancies 2.5, 33 Reuse of 3.7 Supplementing..__ 3.6 Termination of ENGINEER'S Employment 81 Unit Price Work 11.9 variations 3.6, 623, 627 Visits to Site, ENGINEER'S 9.2 Contract Price - adjustment of 3.5, 4.1, 9.4, 103, 11.2 -11.3 Change of 11 Decision on Disputes 9.11 definition of 1.11 Contract Times- adjustment of 35,4.1, 9.4, 103, 12 Change of 12.1 -114 Commencement of 2.3 definition of 1.12 CONTRACTOR Acceptance of Insurance 5.14 Limited Reliance on Technical Data Authorized 42.2 Commsa6cations 62, 6.92 Continue Work 6.29, 10.4 coordination and scheduling 6.9.2 definition of 1.13 May Stop Work or Terminate 15.5 provide site access to others 72, 13.2 Safety and Protection 4.3.1.2, 6.16, 6.18, 6.216.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal 6.25 Stop Work requi,etuo ts 4.5.2 CONTRACTOR's- Compensation 11.1 -111 Continuing Obligation 14.15 Defective Work..... 9.6, 13.10 -13.14 Duty to correct defective Work 13.11 Duty to Report- Changes in the Work caused by Emergency 623 Defects in Work of Others 7.3 Differing conditions 4.23 Discrepancy in Documents 2.5, 33.2, 6.142 Underground Facilities not indicated 432 Emergencies 6.23 Equipment and Machinery Rental, Cost of the Work 11.4.5.3 FeeCost -Plus 11.4.5.6, 11.5.1, 11.6 General Warranty and Guarantee 630 Hazard Communication Programs 6.22 Indemnification 6.12, 6.16, 631-633 Inspection of the Work . 73, 13.4 Labor, Materials and Equipment 63 -6.5 Laws and Regulations, Compliance by 6.14.1 Liability Insurance 5.4 Notice of Intent to Appeal 9.10, 10.4 obligation to perform and complete the Work 6.30 Patent Fees and Royalties, paid for by 6.12 Performance and Other Bonds 5.1 Permits, obtained and paid for by 6.13 Progress Schedule 2.6, 2.8, 2.9, 6.6, 629,10.4, 152.1 Request for fomtal decision on disputes 9.11 Responsibilities - Changes in the Work 10.1 Conceming Subcontractors, Suppliers and Others 6.8-6A 1 Continuing the Work 6.29, 10.4 CONTRACTOR's expense - 6.7.1 CONTRACTOR's General Warranty and Guarantee 6.30 CONTRACTOR's review prior to Shop Drawing or Sample 6.25 Coordination of Wok 6.9.2 Emergencies 6.23 ENGINEER's evaluation, Substitutes or "Or- Equal" Items 6.7.3 6 For Acts and Omissions of Others 6.9.1-6.92, 9.13 for deductible amounts, insurance 5.9 general 6, 7.2, 73, 8.9 Hazardous Communication Programs 6.22 lndenat6imtion 631 -6.33 Labor, Materials and Equipment 6.3 -6.5 Laws and Regulations 6.14 Liability Insurance 5.4 Notice of variation from Contract Documents 6.27 Patent Fees and Royalties 6.12 Permits 6.13 Progress Schedule 6.6 Record Documents 6.19 related Work performed prior to ENGINEER's approval of required submittals 6.28 safe structural loading 6.18 Safety and Protection 6.20, 72, 13.2 Safety Representative 611 Scheduling the Work 6.9.2 Shop Drawings and Samples 6.24 Shop Drawings and Samples Review by ENGINEER 6.26 Site Cleanliness 6.17 Submittal Procedures 6.25 Substitute Construction Methods and Procedures 6.7.2 Substitutes and "Or- Equal" Items 6.7.1 Superintendence 6.2 Supervision 6.1 Survival of Obligations 6.34 Taxes 6.15 Tests and brspections 13.5 To Report 2.5 Use of Premises 6.16-6.18, 630.2.4 Review Prior to Shop Drawing or Sample Submittal 615 Right to adjustment for changes in the Work 10.2 right to claim 4, 7.1,9.4,9.5,9.11,10.2,112,11.9, 12.1, 13.9, 14.8,15.1, 15.5, 17_3 Safety and Protection 630. 6.22, 71, 13.2 Safety Representative 621 Shop Drawings and Samples Submittals 624 -6.28 Special Consultants 11.4.4 Substitute Construction Methods and Procedures 6.7 Substitutes and "Or- Equal" Items, Expense 6.7.1, 6.7.2 Subcontractors, Suppliers and Others Supervision and Superintendence Taxes, Payment by Use of Premises Warranties and guarantees Warranty of Title Written Notice Required- 6.8 -6.11 6.1, 6.2, 621 6.15 6.16-6.18 6.30, 65 143 CONTRACTOR stop Work or terminate 15.5 Reports of Differing Subsurface and Physical Conditions 4.2.3 Substantial Completion 14.8 CONTRACTORS-other 7 Contractual liability Insurance 5.4.10 Contractual Time Limits 122 Coordination 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CONTRACTOR's responsibility 6.9.2 Copies of Documents 2.2 Cwrectiom Period 13.12 Correction, Removal or Acceptance of Defective Work in general 10.4.1, 13.10 -13.14 Acceptance of Defective Work 13.13 Correction or Removal of Defective Work 6.30, 13.11 Correction Period 13.12 OWNER May Correct Defective Work 13.14 OWNER May Stop Work 13.10 Cost - of Tess and Inspections.... 13.4 Records 11.7 Cost of One Work - Bonds and insurance, additional 11.4.5.9 Cash Discounts 11.4.2 CONTRACTOR's Fee 11.6 Employee Expenses 11.4.5.1 Exclusions to 11.5 General 11.4 -11.5 Home office and overhead expenses 11.5 Losses and damages 11.4.5.6 Materials and equipment 11.4.2 Minor expenses 11.4.5.8 Payroll costs on changed 1 1.4.1 performed by Subcontractors 11.4.3 Records 11.7 Rentals of construction equipment and machinery 11.45.3 Royalty payments, pemuts and license fees 11.4.5.5 Site office and temporary facilities 11.4.52 Special Consultants,CONTRACTOR's 11.4.4 Supplemental 11.4.5 Taxes related to the Work 11.4.5.4 Tests and Inspection 13.4 Trade Discounts 11.4.2 Utilities, fuel and sanitary facilities 11.4.5.7 Work after regular hours 11.4.1 Covering Work 13.6 -13.7 Cumulative Remedies 17.4 -175 Cutting, fitting and patching - 72 Data, to be furnished by OWNER 8.3 Day - definition of 17.22 Decisions on Disputes... 9 11, 9.12 defective-definition of 1.14 defective Work - Acceptance of 10.4.1,13.13 Correction or Removal of 10.4.1,13.11 Correction Period 13.12 in general 13,14.7,14.11 Observation by ENGINEER 9.2 OWNER May Stop Work 13.10 Prompt Notice of Defects 13.1 Rejecting 9.6 Uncovering the Work 13.8 Definitions 1 Delays ..................._..._........... _............._...,.._......... 4.1, 6.29,123 -12.4 Delivery of Bonds 2.1 Delivery of certificates of insurance 2.7 7 Determinations for Unit Prices 9.10 Differing Subsurface or Physical Conditions Notice of 4.23 ENGINEER'S Review 4.2.4 Possible Contract Documents Change 4.23 Possible Price and Times Adjustments 4.2.6 Discrepancies- Reporting and Resolving 2.5, 3.3/, 6.14.2 Dispute Resolution9 Agreement 16.1 -16.6 Arbitration 16.1.16.5 general 16 Mediation 16.6 Dispute Resolution Agreement 16.1 -16.6 Disputes, Decisions by ENGINEER 9.11 -9.12 Documents - Copies of 2.2 Record 6.19 Reuse of 3.7 Drawings- defmiton of 1.15 Easements .. 4.1 Effective dace of Agreement-rlefnition of 1.16 Emergencies 6.23 ENGINEER - as initial interpreter on disputes 9.11 -9.12 definition of 1.17 Ianvtations on authority and responsibilities 9.13 Replacement of 8.2 Resident Project Representative 9.3 ENGINEER's Consultant -4efmition of 1.18 ENGINEER's- authority and responsibility, limitations on 9.13 Authorized Variations in the Work 9.5 Change Orders, responsibility for 9.7,10,11, 12 Clarifications and interpretations 3.63,9.4 Decisions on Disputes 9.11.9.12 defective Work, notice of 13.1 Evaluation ofSubstone Items 6.73 Liability 632, 9.12 Notice Work is Acceptable 14.13 Observations 6.30.2, 9.2 OWNER'S Representative... 9.1 Payments to the CONTRACTOR, Responsibility for 9.9,14 Recommendation of Payment 14.4, 14.13 Responsibilities- Limitations on 9.11 -9.13 • Review of Reports on Differing Subsurface and Physical Conditions.. 4.2.4 Shop Drawings and Samples, review responsibility 626 Status During Constmucto - authorized variations in the Work 9.5 Clarifications and Interpretations 9.4 Decisions on Disputes 9.11.9.12 Determinations on Unit Price 9.10 ENGINEER as Initial Interpreter 9.11 -9.12 ENGINEER'S Responsibilities 9.1 -9.12 Limitations on ENGINEER's Authority and Responsibilities 9.13 OWNER'S 12,.. dative 9.1 Project Representative 9.3 Rejecting Defective Work 9.6 Shop Drawings, Change Orders and Payments 9.7-9.9 Visits to Site 9.2 Unit Price Detemonations 9.10 Visits to Site 9.2 Written consent required 72, 9.1 Equipment, Labor, Materials and 6.3-6.5 Equipment rental, Cost of the Work 11.4.5.3 Equivalent Materials and Equipment 6.7 Errors or omissions 6.33 Evidence of Financial Arrangements 8.11 Explorations of physical conditions 4.2.1 Fee, CONTRACTOR's-Coats -Plus 11.6 Field Order- definition of 1.19 issued by ENGINEER 3.6.1, 9.5 Final Application for Payment 14.12 Final Inspection 14.11 Final Payment- and Acceptance 14.13.14.14 Prior o, for cash allowances 11.8 General Provisions 17.3-17.4 General Requirements- definition of 1.20 principal references to 2.6, 6.4, 6.6-6.7,6.24 Giving Notice 17.1 Guarantee of Work-by CONTRACTOR 6.30, 14.12 Hazard Cormnmication Programs 6.22 Hazardous Waste- defmitioa of 121 general 4.5 OWNERS responsibility for 8.10 Indemnification 6.12, 6.16, 6.31.6.33 Initially Acceptable Schedules 2.9 Inspection- Certificates of 9.13.4,13.5, 14.12 Final 14.11 Special, required by ENGINEER 9.6 Tests and Approval 8.7, 13.3-13.4 Insurance- Acceptance of, by OWNER 5.14 Additional, required by changes in the Work 11.4.5.9 Before starting the Work 2.7 Bonds and -in general 5 Cancellation Provisions 5.8 Certificates of 2.7, 5, 53, 5A.11, 5.4.13, 5.6.5, 5.8, 5.14, 9.13.4, 14.12 completed operations 5.4.13 CONTRACTORS Liability 5.4 CONTRACTORS objection to coverage 5.14 Contractual Liability 5.4.10 8 deductible amounts, CONTRACTOR'S responsibility 5.9 Final Application for Payment 14.12 Licensed Insurers 5.3 Notice requirements, material changes 5.8, 10.50 Option to Replace 5.14 other special insurances 5 -10 OWNER as fiduciary for insureds 5.12 -5.13 OWNERS Liability 5.5 OWNERS Responsibility 8.5 Partial Utilization, Property Insurance 5.15 Property 5.6 -5.10 Receipt and Application of Insurance Proceeds 5.12 -5.13 Special Insurance 5.10 Waiver of Rights 5.11 Intent of Contract Documents 3.1 -3.4 Interpretations and Clarifications 3.6.3, 9.4 Investigations of physical conditions 4.2 Labor, Materials and Equipment 6.3 -6.5 Lands - and Easements 8.4 Availability of 4.1, 8.4 Reports & Tests 8.4 Laws and Regulations -Laws or Regulations - Bonds 5.1 -52 Changes in the Work 10.4 Contract Documents 3.1 CONTRACTORS Responsibilities 6.14 Correction Period, defective Work 13.12 Cost of the Work, taxes 11.4.5.4 definition of 1.22 general 6.14 indennnification 631.6.33 Insurance 5.3 Precedence 3.1,3.3.3 Reference to 33.1 Safety and Protection 620,132 Subcontractors, Suppliers and Others 6- 8-6.11 Tests and Inspections. 13.5 -Use of Premises 6.16 Visits to Site 9.2 Liability lnsurance- CONTRACTORS 5.4 OWNER's 5.5 Licensed Sureties and Insurers .. 5.3 Liens - Application for Progress Payment 142 Contractor's Warranty of Title 14.3 Final Application for Payment 14.12 definition of 1.23 Waiver of Claims 14.15 Limitations on ENGINEERS authority and responsibilities 9.13 Limited Reliance by CONTRACTOR Authorized 4.22 Maintenance and Operating Manuals- Final Application for Payment 14.12 Manuals (of others). Precedence 333.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Reference to in Contract Documents 33.1 Materials and equipment- furnished by CONTRACTOR 6.3 not incorporated in Work 14.2 Materials or equipment-equivalent ..... 6.7 Mediation (Optional) 16.7 Milestones- definition of 1.24 Miscellaneous- Computation of Times 17.2 Cumulative Remedies 17.4 Giving Notice 17.1 Notice of Claim 17.3 Professional Fees and Court Costs Included 17.5 Multi - prime contracts 7 Not Shown or Indicated 4.3.2 Notice of Acceptability of Project 14.13 Award, definition of 1.25 Claim 17.3 Defects 13.1 DifRring Subsurface or Physical Conditions 4.2.3 Giving. 17.1 Tests and Inspections.. 13.3 Variation, Shop Drawing and Sample 6.27 Notice to Proceed - definition of 1.26 giving of 2.3 Notification to Surety 10.5 Observations, by ENGINEER 630, 9.2 Occupancy of the Work.... 5.15, 6.30 2.4,14.10 Omissions or acts by CONTRACTOR 6.9, 9.13 "Open peril" policy form, Insurance 5.6.2 Option to Replace 5.14 "Or Equal" Items 6.7 Other work 7 Overtime Work - prohibition of 63 OWNER - Acceptance of defective Work 13.13 appoint an ENGINEER 8.2 as fiduciary 5.12 -5.13 Availability of Lands, responsibility 4.1 definition of 1.27 data, furnish 83 May Correct Defective Work 13.14 May refuse to make payment 14.7 May Stop the Work 13.10 may suspend work, terminate 8.8,13.10,15.1 -15.4 Payment, make prompt 83, 14A,14.13 performance of other Work 7.1 permits and licenses, requirements 6.13 purchased insurance requirements 5.6 -5.10 OWNER's- Acceplance of the Work ._ 6.30.25 Change Orders, obligation to execute.. 8.6,10.4 Communications 8.1 Coordination of the Work 7.4 Disputes, request for decision 9.11 9 Inspections, tests and approvals 8.7, 13.4 Liability Insurance 5.5 Notice of Defects 13.1 Representative -During Construction, ENGINEERS Status 9.1 Responsibilities- Asbestos, PCB's, Petroleum, Hazardous Waste on Radioactive Material 8.10 Change Orders 8.6 Changes in the Work 10.1 communications 8.1 CONTRACTOR' responsibilities 8.9 evidence of financial arrangements 8.11 inspections, tests and approvals 8.7 Insurance 85 lands and easements 8.4 prompt payment by 83 replacement of ENGINEER 8.2 retorts and tests 8.4 stop or suspend Work 8.8, 13.10, 15.1 terminate CONTRACTORS services 8.8, 15.2 separate representative at site 9.3 independent testing 13.4 use or occupancy of the Work 5.15,14.10 written consent or approval required 9.1, 6.3, 11.4 written notice required .. 7.1, 9.4, 9.11, 11.2, 11.9, 14.7, 15.4 PCBs - defmition of 1.29 general 4.5 OWNERS responsibility for 8.10 Partial Utilization- definition of 1.28 general 6.30.2.4, 14.10 Property Insurance 5.15 Patent Fees and Royalties • 6.12 Payment Bonds 5.1 -5.2 Payments, Recommendation of 14.4 - 14.7,14.13 Payments to CONTRACTOR and Completion- Application for Progress Payments 14.2 CONTRACTORS Wananty of Title 14.3 Final Application for Payment 14.12 Final Inspection.. 14.11 Final Payment and Acceptance • 14.13 -14.14 general 8.3, 14 Partial Utilization 14.10 Retainage 14.2 Review of Applications for Progress Payments.. 14.4-14.7 prompt payment 8.3 Schedule of Values 14.1 Substantial Completion 14.8 -14.9 Waiver of Claims 14.15 when payments due 14.4, 14.13 withholding payment 14.7 Performance Bonds 5.1-5.2 Permits 6.13 Petroleum- definition of 1.30 general 4.5 OWNER's responsibility for 8.10 Physical Conditions - Drawings of, in or relating to 42.1.2 ENGINEER'S review.... 4.2.4 existing structures 4.2.2 general 4.2.1.2 Subsurface and 4.2 Underground Facilities 43 Possible Contract Documents Change 4.2.5 Possible Price and Times Adjustments 4.2.6 Reports and Drawings 4.2.1 Notice of Differing Subsurface or, 4.2.3 Subsurface and 4.2 Subsurface Conditions 42.1.1 Technical Data, Limited Reliance by CONTRACTOR Authorized 4.2.2 Underground Facilities general 4.3 Not Shown or Indicated 4.3.2 Protection of 4.3, 6.20 Shown or Indicated 4.3.1 Technical Data 422 Preconsauction Conference 2.8 Preliminary Mailers 2 Preliminary Schedules 2.6 Premises, Use of 6.16-6.18 Price, Change of Contract 11 Price, Contract- definition of 1.11 Progress Payment, Applications for 14.2 Progress paymentOretainage 14.2 Progress schedule, CONTRACTOR's 2.6, 2.8, 2.9, 16, 6.29, 10. 4,15.11 ProjecttiEidefinition of 1.31 Project Representative - ENGINEER's Status During Construction 9.3 Project Representative, Resident definition of 1.33 prompt payment by OWNER 8.3 llvpc, ry Insurance Additional 5.7 general 5.6 -5.10 Partial Utilization 5.15, 14.10.2 receipt and application of proceeds 5.12 -5.13 Protection, Safety and 6.20-621,132 Punch list 14.11 Radioactive Material - definition 1.32 general 4.5 OWNER's responsibility for 8.10 Recommendation of Payment 14.4, 145, 14.13 Record Documents 6.19, 14.12 Records, procedures for maintaining 2.8 Reference Points 4.4 Reference to Standards and Specifications of Technical Societies_._..._._ 3.3 10 Regulations, Laws and(or) 6.14 Rejecting Defective Work 9.6 Related Work - at Site 7.1 -7.3 Performed prior to Shop Drawings and Samples submittals review 6.28 Remedies, cumulative 17.4,17.5 Removal or Correction of Defective Wont 13.11 rental agreements, OWNER approval required 11.45.3 replacement of ENGINEER, by OWNER 82 Reporting and Resolving Discrepancies 2.5, 3.3.2, 6.14.2 Reports - and Drawings 4.2.1 and Tests, OWNERh responsibility ...._ - 8.4 Resident Project Represenrative09 definition of 1.33 provision for 93 Resident Superintendent, CONTRACTOR's 6.2 Responsibilities CONTRACTOR's-in general 6 ENGINEERk -in general 9 Limitations on 9.13 OWNER's-in general 8 Retainage 142 Reuse of Documents 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal 625 Review of Applications for Progress Payments 14.4 -14.7 Right to an adjustment 10.2 Rights of Way 4.1 Royalties, Patent Fees and 6.12 Safe Structural Loading 6.18 Safety- and Protection 4.3.2,616, 6.18, 6.20-6.21, 7.2, 13.2 general 6.20-6.23 Representative, CONTRACTOR's 6.21 Samples - definition of 134 general 624-628 Review by CONTRACTOR 625 Review by ENGINEER 6.26, 6.27 related Work 6.28 submittal of 6.24.2 submittal procedures 6.25 Schedule of progress 2.6, 2.8 -2.9, 6.6, 629, 10.4, 15.2.1 Schedule of Strop Drawings and Sample Submittals 2.6, 2.8.2.9, 6.24 -6.28 Schedule of Values 2.6,2.8-2.9, 14.1 Schedules - Adherence to 15.2.1 Adjusting 6.6 Change of Contract Times 10.4 Initially Acceptable . 2.8 -2.9 Preliminary 2.6 Scope of Changes 10.3 -10.4 Subsurface Conditions 4.2.1.1 Shop Drawings and Samples, general 6.24 -6.28 Change Orders & Applications for Payments, and 9.7-9.9 definition of 1.35 ENGINEER's approval of 3.6.2 ENGINEER's responsibility for review 9.7, 6.24628 related Work 6.28 review procedures 2.8, 6.24-6.28 submittal required 6.24.1 Submittal Procedures 6.25 use to approve substitutions 6.7.3 Shown or Indicated 4.3.1 Site Access.. 7.2, 13.2 Site Cleanliness 6.17 Site Visits to- by ENGINEER. 9.213.2 by others 13.2 "Special causes of loss" policy form, insurance 5.6.2 Specifications - definition of 1.36 of Technical Societies, reference to 3.3.1 precedence 3.33 Standards and Specifications of Technical Societies 3.3 Starting Construction, Before 2.5 -2.8 Starting the Work 2.4 Stop or Suspend Work - by CONTRACTOR 15.5 by OWNER 8.8, 13.10, 15.1 Storage of materials and equipment 4.1, 7.2 Structural Loading, Safety 6.18 Subcontractor - Concerning 6.8 -6.11 definition of 137 delays 12.3 waiver of rights 6.11 Subcontractors -in general 6.8-6.11 Subcontracts- required provisions....... 5.11, 6 11, 11.4.3 Submittals - Applications for Payment 14.2 Maintenance and Operation Manuals 14.12 Procedures 625 Progress Schedules 2.6, 29 Samples 624 -628 Schedule of Values 2.6,14.1 Schedule of Shop Drawings and Samples Submissions. 2.6, 2.8 -2.9 Shop Drawings 6.24-6.28 Substantial Completion - certification of 630.13, 14.8 -14.9 definition of 1.38 Substitute Construction Methods or Procedures 6.7.2 Substitutes and "Or Equal" Items 6.7 CONTRACTOR'S Expense 6.7.1.3 ENGINEER'S Evaluation 6.7.3 "Or- Equal" 6.7.1 Substitute Construction methods of Procedures 6.7.2 11 Substitute Items 6.7.1.2 Subsurface and Physical Conditions - Drawin8s of, in or relating to 4.2.1.2 ENGINEER'S Review 4./4 general 4.2 Limited Reliance by CONTRACTOR Authorized 422 Notice of Differing Subsurface or Physical Conditions 4.23 Physical Conditions 4.2.1.2 Possible Contract Documents Change 4.2.5 Possible Price and Torus Adjustments 4.2.6 Reports and Drawings 4.2.1 Subsurface and 4.2 Subsurface Conditions at the Site 4.2.1.1 Technical Data 4.2.2 Supervision- CONTRACTORS responsibility 6.1 OWNER shall not supervise 8.9 ENGINEER shill not supervise 93, 9.13.2 Superintendence 6.2 Superintendent, CONTRACTOR'S resident 6.2 Supplemen al costs 11.4.5 Supplementary Conditions - definition of 1.39 principal reference to 1.10, 1.18, 2.2, 2.7, 4.2, 43, 5.1, 5.3,5.4,5.6 -5.9, 5.11,6.8,6.13,7.4,8.11,9.3,9.10 Supplementing Contract Documents 3.6 Supplier- definition of... 1.40 principal references to 3.7, 6.5, 6.8 -6.11, 6/0,6.24, 9.13, 14.12 Waiver of Rights. 6.11 Surety - consent to final payment 14.12,14.14 ENGINEER has no duty to 9.13 Notification of 10.1, 10.5, 15.2 qualification of 5.1 -53 Survival of Obligations 6.34 Suspend Work, OWNER May 13.10, 15.1 Suspension of Work and Termination- 15 CONTRACTOR May Stop Work or Terminate 15.5 OWNER May Suspend Work..._ 15.1 OWNER May Terminate...- 15.2 -15A Taxes - Payment by CONTRACTOR 6.15 Technical Data - Limited Reliance by CONTRACTOR 4.22 Possible Price and Times Adjustments 4.2.6 Reports of Differing Subsurface and Physical Conditions 423 Temporary construction facilities 4.1 Te mdnation- by CONTRACTOR 15.5 by OWNER 8.8,15.1 -15.4 of ENGINEERS employnunt 82 Suspension of Work -in general 15 Terms and Adjectives 3.4 Tests and Inspections- Access to the Work, by others 13.2 CONTRACTOR's responsibilities 13.5 cost of 13.4 covering Work prior to 13.6 -13.7 Laws and Regulations (or) 13.5 Notice of Defects 13.1 OWNER May Stop Work 13.10 OWNER's independent testing 13.4 special, required by ENGINEER 9.6 timely notice required 13.4 Uncovering the Work, at ENGINEER's request 13.8 -13.9 Times - Adjusting 6.6 Change of Contract 12 Computation of 17.2 Contract Times -definition of 1.12 day 17.72 Milestones 12 Requirements- appeals 16 clarifications, claims and disputes 9.11, 11.2,12 commencement of contract times 2.3 preconaWCtion conference 2.8 schedules 2.6, 2.9, 6.6 starting the Work 2.4 Tide, Warranty of 14.3 Uncovering Work 13.8 -13.9 Underground Facilities, Physical Conditions5 definition of 1.41 Not Shown or btdicated 4.3.2 protection of 4.3, 6.20 Shown or Indicated 4.3.1 Unit Price Work - claims 11.9.3 definition of 1.42 general 11.9, 14.1, 14.5 Unit Prices- general 11.3.1 Determination for 9.10 Use of Premises 6.16, 6.18, 630.2.4 Utility owner 6.13, 6.20, 7.1- 7.3,132 12 Utilization, Partial 1.28, 5.15, 6.30, 2.4,14.10 Value of the Work 11.3 Values, Schedule of 2.6, 2.8 -2.9, 14.1 Variations in Work -Minor Authorized 6.25, 617, 9.5 Visits of Site -by ENGINEER 9.2 Waiver of Claims-on Final Payment 14.15 Waiver of Rights by insured parties 5.11,6.11 Warranty and Guarantee, General -by CONTRACTOR 6.30 Warranty of Title, CONTRACTOR's 14.3 Work - Access to 13.2 by others, 7 Changes in the 10 Continuing the 6.29 CONTRACTOR May Stop Work or Terminate 15.5 Coordination of 7.4 Cost of the 11.4 -11.5 definition of 1.43 neglected by CONTRACTOR 13.14 other Work 7 OWNER May Stop Work 13.10 OWNER May Suspend Work 13.10,15.1 Related, Work at Site 7.1 -7.3 Starting the 2.4 Stopping by CONTRACTOR 15.5 Stopping by OWNER 15.1.15.4 Variation and deviation authorized, minor 3.6 Work Change Directive- claims pursuant to 1 definition of 1.44 principal references to 3.5.3, 10.1-10.2 Written Amendment definition of 1.45 principal references to 1.1% 3.5, 5.10, 5.12, 6.6.2, 6.8.2, 6.19, 10 1, 10.4, 11.2, 12.1, 13.12.2,14.72 Written Clarifications and Interpretations 3.63, 9.4, 9.11 Written Notice Required - by CONTRACTOR. 7.1, 9.10- 9.11, 10.4, 11.2, 12.1 by OWNER 9.10-9.11, 10.4, 11.2, 13.14 GENERAL CONDITIONS ARTICLE 1— DEFINITIONS the eef: Whenever used in these General Conditions or in other Contract Documents. the terns listed below have the meanings indicated which are applicable to both the singular and plural thereof. Said terns are generally capitalized or written in italics. but not always. When used in a context consistent with the definition of a listed- defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. 1.1. Addenda - Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents. 12. Agreement -The written contract between OWNER and CONTRACTOR coveting the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment -The form accepted by EN- GINEER which is to be used by CONTRACTOR in, requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1.4. Asbestos -Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 1.5. Bid -The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Documents -The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Bidding Requirements -The advertisement or invita- tion to Bid, instructions to bidders, and the Bid form. 1.8. Bonds - Performance and Payment bonds and other instruments of security. 1.9. Change Order -A document recommended by ENGI- NEER, which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1.10. Contract Documents -The Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice 13 to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs 3.5, 3.6.1, and 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursu- ant to paragraphs 6.26 and 627 and the reports and drawings referred to in paragraphs 42.1.1 and 42.2.2 are not Contract Documents. 1.11. Contract Price -The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work). 1.12. Contract Times -The numbers of days or the dates stated in the Agreement:(i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. 1.13. CONTRACTOR -The person, firm or corporation with whom OWNER has entered into the Agreement. 1.14. defective -An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, referer., standard, teat or approval referred to m the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). 1.15. Drawings -The drawings which show the scope, extent and character of the Work to be fumished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1.16. Effective Date of the Agreement -The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.17. ENGINEER -The person, firm or cotporation named as such in the Agreement. 1.18. ENGINEER's Consultant -A person, firm or corpo -ration having a contract with ENGINEER to famish services as ENGINEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Order -A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. 1.20. General Requirements®Sections of Division 1 of the Specifications. 1.21. Hazardous Waste -The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22. Laws and Regulations; Laws or Regulations -Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction. 1.23. Liens - Liens, charges, security interests or encum- brances upon real property or personal property. 1.24. Milestone -A principal event specified in the Con- tract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 125. Notice of Award -The written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. 126. Notice to Proceed -A written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CON - TRACTOR's obligations under the Contract Documents. 1.27. OWNER -The public body or authority, corpora - • lion, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided. 1.28. Partial Utilization -Use by OWNER of a substan- tially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29. PCBs - Polychlorinated biphenyls. 1.30. Petroleum - Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non - Hazardous Wastes and crude oils. 131. Project -The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 132. Radioactive Material - Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.33. Resident PrajectRepresentative -The authorized representative of ENGINEER who maybe assigned to the site or any pan thereof. 14 1.34. SamplesE Physical examples of materials, equipment or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 1.35. Shop Drawings -All drawings, diagrams, illustra- tions, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 1.36. Specifications -Those portions of the Contract Doc- uments consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. 1.37. Subcontractor -An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a pan of the Work at the site. 1.38. Substantial Completion -The Work (or a specified part thereof) has progressed to the poim where, in the opinion of ENGINEER as evidenced by ENGINEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 139. Supplementary Conditions -The part of the Contract Documents which amends or supplements these General Con- ditions. 1.40. Supplier -A manufacturer, fabricator, supplier, dis- tributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CON- TRACTOR or any Subcontractor. 1.41. Underground Facilities -All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, Liquid petroleum products, telephone or other communica- tions, cable television, sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Price Work -Work to be paid for on the basis of unit prices. 1.43. Work -The entire completed construction or the var- ious separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and perfomting or 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 furnishing services and famishing docu - ments, all as required by the Contract Documents. 1.44. Work Change Directive -A written directive to CON- TRACTOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragraph 6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. Written Amendment —A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction- related aspects of the Contract Documents. 1.46. Day - A "calendar day° unless otherwise defined within these Contract Documents. 1.47 Furnish or install or Provide or Supply - The word "Furnish" or the word "Install" or the word "Provide or the word "Sunolv." or any combination or similar directive or usage thereof. shall mean FURNISHING AND INCORPORATING IN THE WORK including all necessary labor, materials, equipment. and everything necessary to perform the Work indicated, unless specifically limited in the context. ARTICLE 2— PRELIMINARY MATTERS Delivery of Bonds: 2.1. When CONTRACTOR delivers the executed Agree -ments to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. Copies of Documents: 2.2. OWNER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Con - ditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. Commencement of Contract Times; Notice to Proceed: 2.3. The Contract Times will commence to run on the thirti -eth day after the Effective Date of the Agreement, or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed, A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 15 Starting the Work: 2.4. CONTRACTOR shallmgti' start to perform the Work on the date when the Contract Times commence to nm, but no Work shall be done at the site prior to the date on which the Contract Times commence to run. B Starting Construction: 2.5. Before undertaking each part of the Work, CON - TRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon—and—all in all :,.li .le fi-1. measurements and conditions. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the Agree -ment (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2.6.2. a preliminary schedule of Shop Drawing and Sam- ple submittals which will list each required submittal and the times for submitting, reviewing and processing such submit- tal; 2.6.3. a preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component pans in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit appli- cable to each item of Work. 2.6.3.1. Where a Contract or Bid Item is awarded on a lump sum bass, the Contractor shall file with the Engineer a balanced price segregation of his lump sum bid into items similar to the various subdivisions of the general and detailed specifications, the sum of which shall equal the lump sum bid. The cost of various materials shall be furnished upon request of the Engineer, and such data will then be used as a basis for making progress estimates. Breakdown cost itemized by trade and specification section and distribute cost to individual applicable units and structures. Where structures, units, equipment. or other components are identified by a specific series or, identification number. utilize said designation throughout cost breakdown. Provide detailed breakdown for individual yard piping or conduit runs and identify approximate quantities involved to satisfaction of the Engineer. Provide separate breakdown for change order items or items requested. Provide an additional breakdown sheet equivalent to AIA document G703. showing the tabulation format for stored materials. Submit this sheet each month with Contractors pay request breakdown The detail and format of cost breakdown and stored materials tabulation sheet simile) fully approved by Engineer. 2.7. Before any Work at the site is started, CONTRACTOR and OWNER shall each deliver to the othcrOWNER, with copies to each additional insured identified in the Supplementary Condi- tions, certificates of insurance (and other evidence of insurance which either of them or any additional 'ensured may reasonably request) which CONTRACTOR and OWN ° k required to purchase and maintain in accordance with para- graphs 5.4, 5.6 and 5.7. Preconsrruction Conference: 2.8. Within twenty days after the Contract Times start to - -- - After Notice of Award. but before any Work at the site is started a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals, processing Applications for Payment and maintaining required records. InrtiaRy Acceptable Schedules 2.9. Unless otherwise provided in the Contract Docu- meets, at least ten days before submission of the first Applica- tion for Payment a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to review for acceptability to ENGINEER as provided below the sched -ules submitted in accordance with paragraph 2.6. CONTRAC-TOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRACTOR's schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals. CONTRACTOR's schedule of values will be acceptable to ENGINEER as to font and substance. 2.9.1. For Progress Schedule, see Specification Section 01060. For Schedule of Shop Drawings, see Section 01340. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE Dreen& 3.1. The Contract Documents comprise the entire agree- ment between OWNER and ,CONTRACTOR concerning the Work. The Contract Documents are complementary, what is 16 called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be con- structed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well -known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifi- cations and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.2.1. The Specifications may van: in font, format and style. Some specification sections are written in varying decrees of streamlined or declarative style and some sections may be relatively narrative by comparison- Omissions of such words and phrases as "the Contractor shall," "in conformity with " "as shown." or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied bv inference. „similar types of provisions may appear in various parts Of a section or articles within a part depending on the format of the section. The Contractor shall nor take advantage of any variation of form, format or style in making claims for extra Work. 3.2.2. The cross referencing of specification :sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each specification +ti • is , , vided as : n ai. and convenience t. he ontractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.3. Reference to Standards and Specifications of Technical Societies; Reporting and Resolving Discrepancies: 3.3.1. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard, specification, mutual, code or Laws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 3.3.2. If, during the performance of the Work, CON- TRACTOR discovers any conflict, error, ambiguity or dis- crepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 35 or 3.6; provided, however, that CONTRACTOR shall not be liable to OWNER or ENGI- NEER for failure to report any such conflict, error, ambigu- ity or discrepancy unless CONTRACTOR knew or reason- ably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3.3.1. the provisions of any such standard, speci- fication, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard, specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER, or any of their subcontractors, consultants, agents, or em- ployees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, ENGINEER or any of ENGINEER's Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to under- take responsibility inconsistent with the provisions of para- graph 9.13 or any other provision of the Contract Docu- ments. 3.4. Whenever in the Contract Documents the terms "as ordered," "as directed," "as required," "as allowed," "as approved" or terms of like effect or import are used, or the adjectives "reasonable," "suitable," "acceptable," "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, m general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending and Supplementing Contract Documents: 35. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the 17 terms and conditions thereof in one or more of the following ways: 35.1. a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), or 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In addition, the requirements of the Contract Documents may be supplemented. and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. a Field Order (pursuant to paragraph 9.5), 3.6.2. ENGINEER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.27), or 3.6.3. ENGINEER'S written interpretation or clarifica- tion (pursuant to paragraph 9.4). Reuse ofDocumencs: 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER'S Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adoption by ENGINEER. ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDTITONS; REFERENCE POINTS Availability of Lands: 4.1. OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights-of-way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR. Upon reasonable written request, OWNER shall furnish CON- TRACTOR with a correct statement of record legal title and legal description of the lands upon which the Work is to be performed and OWNER's interest therein as necessary for giving notice'of or filing a mechanic's lien against such lands in accordance with applicable Laws and Regulations. OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Docu- meets. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights -of -way or easements, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.2. Subsurface and Physical Conditions: 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of: 4.2.1.1. Subsurface Conditions: Those reports of explo- rations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents; and 4.2.1.2. Physical Conditions: Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance by CONTRACTOR Authorized; Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supple- mentary Conditions. Except for such reliance on such "tech- nical data," CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 4.2.2.1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, se- quences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs inci- dent thereto, or 4.2.2.2. other data, interpretations, opinions and infor- mation contained in such reports or shown or indicated in such drawings, or 4.2.2.3. any CONTRACTOR interpretation of or conclu- sion drawn from any "technical data" or any such data, interpretations, opinions or information. 4.2.3. Notice of Deering Subsurface or Physical Condi- tions: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either. 4.2.3.1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 422 is materially inaccurate, or 42.3.2. is of such a nature as to require a change in the Contract Documents, or 18 4.2.33. differs materially from that shown or indicated in the Contract Documents, or 4.23.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recog- nized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until re- ceipt of written order to do so. 4.2.4. ENGTNEER's Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER's obtaining additional exploration or tests with re- spect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 4.2.5. Passible Contract Documents Change: If ENGI- NEER concludes that a change in the Contract Documents is required as a resuk of a condition that meets one or more of the categories in paragraph 4.2.3., a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and Timer Adjustments: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or de- crease in CONTRACTOR's cost of, or time required for performance of, the Work; subject, however, to the following 42.6.1. such condition must meet any one or more of the categories described in paragraphs 423.1 through 4.23.4, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 42.63. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.10 and 11.9; and 42.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if; 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in rea. ct of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or 4.24,42. the existence of such condition could rea- sonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 or for CONTRACTOR prior to CONTRACTOR's making such final corm fitment; or 4.2.6.4.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim maybe made therefor as provided in Articles 11 and 12. However, OWNER, ENGINEER and ENGINEER'S Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3. Physical Conditions — Underground Facilities: 4.3.1. Shown or Indicated: The information and data shown or indicated in the Contract Documcob, with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be respon- sible for the accuracy or completeness of any such informa- tion or data; and 4.3.12. The cost of all of the following will be included in the Contract Price and CONTRACTOR shall have full respon- sibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents, (iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in paragraph 620 and repairing any damage thereto resulting from the Work 4.32. Not Shown or Indicated. If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CON- TRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or per- forming any Work in connection therewith (except in an emergency as required by paragraph 623), identify the owner of such Underground Facility and give written notice to that owner and to OWNER and ENGINEER. ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided m Article 10 to reflect and document such consequences. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in paragraph 6.20. CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and 19 CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contract Times, CONTRACTOR may make a claim therefor as provided in Articles I1 and 12. However. OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points: 4.4. OWNER shall provide engineering surveys to estab- lish reference points for construction which in ENGINEER'S judgment are necessary to enable CONTRACTOR to proceed with the Work CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER. CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material: 4.5.1: OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractor, Suppli -ers or anyone else for whom CONTRACTOR is responsible. 4.5.2. CONTRACTOR shall immediately: (t) stop all work in connection with such hazardous condition and in any area affected thereby (except in an ..,rmrgcncy as re- quired by paragraph 623), and (ii) notify OWNER and ENGINEER (and thereafter confirm such notice in writing). OWNER shall promptly consult with ENGINEER concern- ing the necessity for OWNER to retain a qualified expert to evaluate such hazardous condition or take corrective action if any. CONTRACTOR shall not be required to resume Work in connection with such hazardous condition or in any such affected area until after OWNER has obtained any required permits related thereto and delivered to CONTRACTOR special written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work, or (ii) specifying any special conditions under which such Work may be resumed safely. If OWNER and CONTRACTOR cannot agree as to entitlement to or the amount or extent of an adjustment, if any, in Contract Price or Contract Times as a result of such Work stoppage or such special conditions under which Work is agreed by CON- TRACTOR to be resumed, either party may make a claim therefor as provided in Articles 11 and 12. 4.5.3. If after receipt of such special written notice CONTRACTOR does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then OWNER may order such portion of the Work that is in connection with such hazardous condition or in such af- fected area to be deleted from the Work If OWNER and CONTRACTOR cannot agree as to entitlement to or the amount or extent of an adjustment, if any, in Contract Price or Contact Times as a result of deleting such portion of the Work, then either party may make a claim therefor as provided in Articles 11 and 12. OWNER may have such deleted portion of the Work performed by OWNER's own forces or others in accordance with Article 7. 4.5A.. To the fullest extent permitted by Laws and Regulations, OWNER shall indenmify and hold harmless CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents, other consultants and subcontractors of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from such hazardous condition, provided that (i) any such claim, cost, loss or damage is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) nothing in this subparagraph 4.5.4 shall obligate OWNER to indemnify any person or entity from and against the consequences of that person's or entity's own negligence. 4.5.5. The provisions of paragraphs 4.2 and 43 are not intended to apply to Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site. ARTICLE 5 —BONDS AND INSURANCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish Performance and Pay - merit Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Docu - ments. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Docu -ments except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located ee it ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must be acceptable to OWNER. 20 5.3. Licensed Sureties and Insurers; Certificates of Insurance: 53.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the juris- diction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be pro- videdm the Supplementary Conditions. 532. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supple - mentary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. OWNER shall deliver to insurance (and other evidence of insurance requested y CONTRACTOR or any thcr additional in urod) which OWNER is required to parallax and maintain in accordance vith paragraphs 5.6 and 5.7 hereof. CONTRACTOR's Liability Insurance: 5.4. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection front claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Con -tract Documents, whether it is to be performed or furnished by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or famish any of the Work, or by anyone for whose acts any of them may be liable: 5.4.1. claims under workers' compensation, disability benefits and other similar employee benefit acts; 5.4.2. claims for damages because of bodily injury, oc- cupational siclmess or disease, or death of CONTRAC- TOR's employees; 5.43. claims for damages because of bodily injury, sick- ness or disease, or death of any person other than CON- TRACTOR'S employees; 5.4.4. claims for damages insured by customary personal injury liability coverage which are sustained: (1) by any person as a result of an offense directly or indirectly related to the employment of such person by CONTRACTOR, or (ii) by any other person for any other reason; 5.4.5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5.4.6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive, include as additional insureds (subject to any customary exclusion in respect of profes- sional liability) OWNER, ENGINEER, ENGINEER's Con- sultants and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.8. include the specific coverages and be written for not less than the limits of liability provided in the Supple- mentary Conditions or required by Laws or Regulations, whichever is greater; 5.4.9. include completed operations insurance; 5.4.10. include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6.12, 6.16 and 631 through 6.33. 5.4.11. contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplemen- tary Conditions —issued(and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.3.2 will so pro- vide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correct- ing, removing or replacing defective Work in accordance with paragraph 13.12; and 5.4.13. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Condi- tions evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter). 5.4.14. With respect to all insurance required by this paragraph 5.4.. CONTRACTOR agrees to waive all rights of subrogation against OWNER. ENGINEER, and each - additional insured identified in the General Conditions. OWNER's Liability Insurance: 5.5. In addition to the insurance required to be provided by CONTRACTOR under paragraph 5.4, OWNER, at OWNER's option, may purchase and maintain at OWNER's expense OWNER's own liability insurance as will protect OWNER against 21 claims which may arise from operations under the Contract Documents. Property Insurance: 5.6. Unless otherwise provided in the Supplementary Con- ditions, OWNER CONTRACTOR shall purchase and maintain property insurance upon the Work at the site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: 5.6.1. include the interests of OWNER, CONTRAC- TOR, Subcontractor; ENGINEER, ENGINEER's Con- sultants and any other persons or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 5.6.2. be written on a Builder's Risk "all -risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework and Work in transit and shall insure against at least the following perils; fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils as may be specifically required by the Supplementary Conditions; 5.6.3. include expenses incurred in the repair or replace- ment of any insured (including but not limited to fees and charges of engineers and architects); 5.6.4. cover materials and equipment stored at the site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Applica- tion for Payment recommended by ENGINEER; and 5.6.5. be maintained in effect until final payment is made unless otherwise agreed to in writing by OWNER, CON- TRACTOR and ENGINEER within thirty days written notice to each other additional insured. 5.7. OWNER shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER., ENGINEER's Consultants and any other persons or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. 5.8. All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained by OWNER or CONTRACTOR in accordance with paragraphs 5.6 and 5.7 will contain a provision or endorsement that the coverage afforded will not be cancelled or materially changed or renewal refused until at least thirty days' prior notice has been given to OWNER and CONTRACTOR and to each other additional insured • - — irsucd and will contain waiver provisions in accordance with paragraph 5.11. 5.9. OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in the Work to the extent of any deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount, will be borne by CONTRACTOR, Subcontractor or others suffering any such loss and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. 5.10. If CONTRACTOR requests in writing that other special insurance be included in the property insurance policies provided under paragraphs 5.6 or 5.7, OWNER shall, ifpossi -ble, include such insurance, and the cost thereof will be charged to CONTRACTOR by appropriate Change Order or Written Amendment. Prior to commencement of the Work at the site, OWNER shall in writing advise CONTRACTOR whether or not such other insurance has been procured by OWNER. 5.11. Waiver of Rights: 5.11.1. OWNER and CONTRACTOR intend that all policies purchased in accordance with paragraphs 5.6 and 5.7 will protect OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and all other per- sons or entities identified in the Supplementary Conditions to be Listed as insureds or additional insureds in Such policies and will provide primary coverage for all losses and damages caused by the perils covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. OWNER and CONTRACTOR waive all rights against each other and their respective officers, directors, employees and agents for all losses and damages caused by, arising out of or resulting front any of the perils covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, ENGINEER, ENGINEER's Consultants and all other persons or entities identified in the Supplemen- tary Conditions to be listed as insureds or additional insureds under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by OWNER as trustee or otherwise payable under any policy so issued. 5.11.2. In addition, OWNER waives all rights against CONTRACTOR, Subcontractors, ENGINEER, ENGI- NEER's Consultants and the officers, directors, employees and agents of any of them, for: 5.111.1. loss due to business interruption, loss of use or other consequential lows extending beyond direct phys- ical loss or damage to OWNER's property or the Work caused by, arising out of or resulting from fire or other peril, whether or not insured by OWNER; and 22 5.11.2.2. loss or damage to the completed Project or pat thereof caused by, arising out of or resulting from fire or other insured peril covered by any property insurance maintained on the completed Project or part thereof by OWNER during partial utilization pursuant to paragraph 14.10, after substantial completion pursuant to paragraph 14.8 or after final payment pursuant to paragraph 14.13. Any insurance policy maintained by OWNER covering any loss, damage or consequential loss referred to in this paragraph 5.11.2 shall contain provisions to the effect that in the event of payment of any such loss, damage or consequential loss the insurers will have no rights of recovery against any of CON- TRACTOR, Subcontractors, ENGINEER, ENGINEER's Con- sultants and the officers, directors, employees and agents of any of them. Receipt and Application of Insurance Proceeds 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear, subject to the require- ments of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so received, and shall distribute it in accordance with such agree- ment as the parties in interest may reach. If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5.13. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties m interest shall object in writing within fifteen days after the occurrence of loss to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may teach. lino such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, OWNER as fiduciary shall give bond for the proper performance of such duties. Acceptance of Bonds and Insurance; Option to Replace: 5.14. If either party (OWNER or CONTRACTOR) has any objection to the coverage afforded by or other provisions of the Bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non - conformance with the Contract Documents, the objecting party shall so notify the other party in writing within ten days after receipt of the certificates (or other evidence requested) required by paragraph 2.7. OWNER and CONTRACTOR shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either patty does not purchase or maintain all of the Bonds and insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prier to any change in the required coverage. Without prejudice to any other right or needy, the other party may elect to obtain equivalent Bonds or other insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. Partial UtilizatianegPraperty Insurance: 5.15. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insur- ance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. 5.15.1 All insurance required by the Contract Documents, or by laws or regulations shall remain in full force and effect on all phases of the Work. whether or not the Work is occupied or utilized by OWNER until all Work included in the agreement has been completed and final payment has been made. 5.15.2. Nothing contained in the insurance requirements shall be construed as limiting the extent of CONTRACTOR's responsibility for payment of damages resulting from CONTRACTOR's operations tinder the Contract. CONTRACTOR agrees that CONTRACTOR alone shall' be completely responsible for procuring and maintaining full insurance coverage as provided herein or as may be otherwise required by the Contract Documents. Any approval by OWNER or ENGINEER shall not operate to the contrary. ARTICLE 6— CONTRACTOR'S RESPONSIBILITIES Supervision and Superintendence: 6.1. CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Con- tract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accu- rately with the Contract Documents. 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTOR's representative at the site and shall have authority to act on behalf of CONTRAC- TOR. All communications to the superintendent shall be as binding as if given to CONTRACTOR 23 Labor, Materials and Equipment: 6.3. CONTRACTOR shall provide competent, suitably qual- ified personnel to survey, lay out and construct the Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except In the absence of any Federal, state or local laws, regulations or covenants. the CONTRACTOR may conduct its performance of the Work at the CONTRACTOR's ole di a tion. exce•t tha he co . f n overtime .av or other expense incurred by the OWNER for Resident Project Representative and construction observation services, occasioned by the conduct of Work on Saturday, Sunday. any legal holiday OT as overtime on any regular work day, shall be reimbursed to the OWNER by the CONTRACTOR. 6.4. Unless otherwise specified in the General Require- ments, CONTRACTOR shall famish and assume full respon- sibility for all materials, equipment, labor, transportation, con- struction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, tempo- rary facilities and all other facilities and 'incidentals necessary for the furnishing, performance, testing, start-up and comple- Lion of the Work. 6.4.1. Where the Work requires equipment be furnished. due to the lack of standardization of caujoment as produced by the various manufacturers, it may become necessary to make minor modifications in the structures, buildings. piping. mechanical work, electrical work, accessories, controls, or other work, to accommodate the particular equipment offered. CONTRACTOR's bid price for any equipment offered shall include the cost of making any necessary changes subject to the approval of ENGINEER. 63. All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Docu- ments. All items of standard equipment shall be the latest model gt the time of delivery. All warranties and guarantees specifically called for by the Specifications shall expressly nm to the benefit of OWNER. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Schedule: 6.6. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as provided below: 6.6.1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.9) pro- posed adjustments in the progress schedule that will not change the Contract Times (or Milestones). Such adjust- ments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of paragraph 12.1. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7. Substitutes and "Or- Equal "Items: 6.7.1. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent or "or-equal" item or no substitution is permitted, other items of material or equip- ment or material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 6.7.1.1. "Or-Equal ".: If in ENGINEER's sole discre- tion an item of material or equipment proposed by CON- TRACTOR is functionally equal to that named and suffi- ciently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or- equal" item, in which case review and approval of the proposed item tray, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. 6.7.1.2. Substitute Items: If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or- equal" item under subparagraph 6.7.1.1, it will be considered a pro. posed substitute item. CONTRACTOR shall submit suffi- cient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supple- mented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Re- quests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written appli- cation to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified. The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CON- TRACTOR'S achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in 24 the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indi- cated. The application will also contain an itemized esti- mate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. EN- GINEER may require CONTRACTOR to fumish addi- tional data about the proposed substitute. 6.7.1.3. CONTRACTOR's Expense: All data to be provided by CONTRACTOR in support of any proposed "or-equal" or substitute item will be at CONTRACTOR's expense. 6.7.2. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER. CON- TRACTOR shall submit sufficient information to allow ENGI- NEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGI- NEER will be similar to that provided in subparagraph 6.7.12. 6.7.3. Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.12 and 6.72. ENGINEER will be the sole judge of acceptability. No "or- equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. OWNER may require CONTRACTOR to furnish at CONTRACTOR's expense a special performance guarantee or other surety with respect to any "or- equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.72 and in maldng changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submit- ted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item. 6.7.4. See Section 01640. Concerning Subcontractors, Suppliers and Others: 6.8.1. CONTRACTOR shall not employ any Subcon- tractor,Supplier, or other person or organization (including those acceptable to OWNER and ENGINEER as indicated 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 in paragraph 6.82), whether initially or as a substitute, against whom OWNER or ENGINEER may have reason- able objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. 6.8.2. If the Supplementary Conditions require the iden- tity of certain Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the princi- pal items of materials or equipment) to be submitted to OWNER in advance of the specified date prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEER, and if CONTRACTOR has submitted a list thereof in accordance with the Supplementary Condi- tions, OWNER's or ENGINEER's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of any such Subcon- tractor, Supplier or other person or organization so identified may be revoked on the basis of reasonable objection after due investigation, in which case CONTRACTOR shall sub- mit an acceptable substitute, the Contract Price will be adjusted by the difference in the cost occasioned by such substitution and an appropriate Change Order will be issued or Written Amendment signed No acceptance by OWNER or ENGINEER of any such Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work. 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers and other persons and organiza- tions performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR just as CON- TRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between OWNER or ENGINEER and any such Subcon - tractor, Supplier or other person or organization, nor shall it create any obligation on the part of OWNER or ENGI- NEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organi- zation except as may otherwise be required by Laws and Regulations. 6.92. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. CONTRACTOR shall require all Sub- contractors, Suppliers and such other persons and organiza- tions perforating or furnishing any of the Work to communi- cate with the ENGINEER through CONTRACTOR. 6.10. The divisions and sections of the Specifications and the identification of any Drawings shall not control CON- TRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 25 6.11. All Work performed for CONTRACTOR by a Sub- contractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Docu -ments for the benefit of OWNER and ENGINEER. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in paragraph 5.6 or 5.7, the agreement between the CONTRACTOR and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against OWNER, CONTRACTOR, ENGINEER, ENGINEER's Consultants and all other additional insureds for all losses and damages caused by, arising out of or resulting flout any of the perils covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, CONTRACTOR will obtain the same. Patent Fees and Royalties: 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent tights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Wok of any invention, design, process, product or device not specified in the Contact Documents. Permits: 6.13. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all con- struction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. Laws and Regulations: 6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. 6.14.2. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.3.2. Taxes: 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. Use of Premises: 6.16. CONTRACTOR shall confine construction equip- ment, the storage of materials and equipment and the operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any dam -age to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other pasty by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. 6.17. During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 26 6.18. CONTRACTOR shall not Toad nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Direc -tives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9.4) in good order and annotated to show all changes made during construction. CONTRACTOR shall include accurate locations for buried and imbedded items. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER. Safety and Protection: 6.20. CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and pro - grams in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1. all persons on the Work site or who may be affected by the Work; 620.2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and 6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not desig- nated for removal, relocation or replacement in the course of constmalon. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss, and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify own- ers of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraph 620.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions ofOWNER or ENGINEER or ENGINEERS Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable, and not attributable, directly or indi- rectly, in whole or in pmt, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other per- son or organization directly or indirectly employed by any of them). CONTRACTOR's duties and 1 1 r 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Comple- tion). Safety Representative: ve: 6.21. CONTRACTOR shall designate a qualified and expe- rienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and pro-grams. Hazard Communication programs: 6.22. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in actor -dance with Laws or Regulations. Emergencies: 6.23. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instruction or au- thorization from OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action. 6.24. Shop Drawings and Samples: 6.24.1. CONTRACTOR shall submit required Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.9). All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.26. 624.1.1. Shop Drawings submitted as herein provided by CONTRACTOR and reviewed by ENGINEER for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by OWNER. 6.24.1.2. When Shop Drawings are submitted for the purpose of showing the installation in greater detail. their review shall not excuse CONTRACTOR from requirements shown on the Drawings and Specifications. 27 6.24.1.3. For - Information -Only -For- Future-Use submittals upon which the ENGINEER is not expected to conduct review or take responsive action may be so identified in the Contract Drawings. 6.24.2. CONTRACTOR shall also submit required Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited purposes required by paragraph 6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.24.3. If a Shop Drawing or Sample. as submitted. indicates a variation from the Contract Requirements as set forth in the Contract Documents and ENGINEER finds same to be in the interest of OWNER and to be so minor as not to involve a chance in the Contract Price or time for performance. ENGINEER may approve the Shop Drawings or Samples: provided however, such departure is slight in nature and does not affect the design concept of the Work. CONTRACTOR shall submit all Shop Drawings and Samples sufficiently in advance of construction requirements to allow ample time for checking, correcting, resubmitting and rechecking and to avoid any delay in progress of the Work. 624.4. See Section 01340. 6.25. Submittal Procedures: 6.25.1. Before submitting each Shop Drawing or Sam- ple, CONTRACTOR shall have determined and verified: 6.25.1.1. all field measurements, quantities, dimen- sions, specified performance criteria, installation require- ments, materials, catalog numbers and similar information with respect thereto. 625.1.2. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the perfomtance of the Work, and 6.25.1.3. all information relative to CONTRACTOR's sole responsibilities in respect of means, methods, tech- niques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.25.2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CON - TRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 6.25.3. At the time of each submission CONTRACTOR shall give ENGINEER specific written notice of such variations if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation. variation; otherwise CONTRACTOR will not be relieved of the responsibility of executing the Work in accordance with the Contract Documents. even though such Shop Drawings or Samples have been otherwise reviewed. 6.25.4. Shop Drawings and Sample submittals not conformin" to requirements of this paragraph 6.25 and Section 01340 will be returned to CONTRACTOR without action for resubminal and the resulting delav shall be entirely the responsibility of CONTRACTOR. 6.25.5. See Section 01340. 626. ENGINEER will review and approve required Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as re- quired by paragraph 2.9. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 627. ENGINEER's review and approval of required Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGiNEER's attention to each such variation at the time of submission as required by paragraph 6.253 and ENGINEER has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 6.27.1. ENGINEER's check and review of Shop Drawings and Samples. specifications and descriptive literature submitted by CONTRACTOR will be only for general conformance with design concept, except as otherwise provided. and shall not be construed as 627.1.1. pemrining any denenure from the Contract requirements: 28 6.27.1 relieving CONTRACTOR of the responsibility for any error in details, dimensions or otherwise that may exist in such submittals 627.13. constituting a blanket approval of dimensions Quantities, or details of the material or equipment shown: or 6.27.1.4. approving departures from additional details or instructions previously furnished by ENGINEER. Such check or review shall not relieve CONTRACTOR of the full responsibility of meeting al I of the requirements of the Contract Documents. 6.28. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawings and Sample submissions accepted by ENGINEER as required by paragraph 2.9, any related Work performed prior to ENGI- NEER's review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. Continuing the Work: 629. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.30. CONTRACTOR's General Warranty and Guarantee: 6.30.1. CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 630.1.2. normal wear and tear under normal usage. 6302. CONTRACTOR's obligation to perform and com- plete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of CONTRACTOR'S obli- gation to perform the Work m accordance with the Contract Documents: 630.2.1. observations by ENGINEER; 6.30.22. recommendation of any progress or final payment by ENGINEER; 6302.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRAC- TOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6302.5. any acceptance by OWNER or any failure to do so; 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6.30.2.6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of accept- ability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7. any inspection, test or approval by others; or 6.30.2.8. any correction of defective Work by OWNER. Indemnification: 6.31. To the fullest extent permitted by Laws and Regula- tions, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including but not limited to all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting f urn the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (0) is caused in whole or in pan by any - negligent act or omission of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indenmified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENGI- NEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under paragraph 631 shall not extend to the liability of ENGI- NEER and ENGINEER'S Consultants, officers, directors, employees or agents caused solely by the professional negligence, errors or omissions of any of them Survival of Obligations: 6.34. All representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final pay -ment, completion and acceptance of the Work and termination or completion of the Agreement. 29 ARTICLE 7 —OTHER WORK Related Work at Site: 7.1. OWNER may perform other work related to the Project at the site by OWNER's own forces, or let other direct contracts therefor which shall contain General Condi- tions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to CONTRACTOR prior to starting any such other work, and (ii) CONTRACTOR may make a claim therefor as provided in Articles 11 and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or re- quires additional time and the parties are unable to agree as to the amount or extent thereof. 72. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the addi- tional work with OWNER's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several pans come together properly and into- grate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. 73. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTORs failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other work. Coordination: 7.4. If OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth in Supplementary Conditions: 7.4.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; 7.4.2. the specific matters to be covered by such author- ity and responsibility will be itemized; and 7.43. the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Condi- tions, OWNER shall have sole authority and responsibility in respect of such coordination. ARTICLE 8— OWNER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Condi -tions, OWNER shall issue all communications to CON TOR through ENGINEER. 8.2. In case of termination of the employment of ENGI- NEER, OWNER shall appoint an engineer against whom CONTRACTOR makes no reasonable objection, whose status under the Contract Documents shall be that of the former ENGINEER. 83. OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shall make pay- ments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14.13. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish- ref- erence points are set forth in paragraphs 4.1 and 4.4. Paragraph 4.2 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. 8.5. OWNER's responsibilities in respect of purchasing and maintaining liability and property insurance are set forth in paragraphs 5.5 through 5.10. 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNER's responsibility in respect of certain inspec -tions, tests and approvals is set forth in paragraph 13.4. 8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to temunate services of CON- TRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, CONTRAC -TOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or perfor -mance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 30 8.10. OWNER's responsibility in respect of undisclosed Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Materials uncovered or revealed at the site is set forth in paragraph 4.5. 8.11. If and to the extent OWNER has agreed to furnish CONTRACTOR reasonable evidence that financial arrange- ments have been made to satisfy OWNER's obligations under the Contract Documents, OWNER's responsibility in respect thereof will be as set forth in the Supplementary Conditions. ARTICLE 9--ENGINEERS STATUS DURING CONSTRUCTION OWNER`S Representative: 9.1. ENGINEER will be OWNER'S representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's repre- sentative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER. Visits to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, ENGINEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the Work. ENGINEER'S efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on -site observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work. ENGINEER's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and paticularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work, ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work Project Representative: 93 If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Work The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraph 9.13 and in the Supplementary Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in the Supplementary Conditions. 9.3.1. ENGINEER's Resident Proiect Representative shall not authorize any deviation from the Contract Documents or substitutions of materials or equipment. unless authorized by ENGINEER. Ciarifrcations and Interpretations: 9.4. ENGINEER will issue with reasonable promptness written clarifications or interpretations of the require- ments ofthe Contract Documents (in the fonn of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereaf, if any, OWNER or CONTRACTOR may make a written claim therefor as pro- vided in Article 11 or Article 12. Authorized Variations in Work: 9.5. ENGINEER may authorize minor variations in the Work from the requirements of the Contact Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved promptly. If OWNER or CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or 12. Rejecting Defective Work: 9.6. ENGINEER will have authority to disapprove or may recommend to OWNER that OWNER reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspec -tion or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed. The acceptance at any time. of materials or equipment by or on behalf of OWNER shall not be a bar to future reiection if they are subsequently found to be defective, inferior in quality, or 31 uniformity to material or eouiotnent specified or are not as represented to ENGINEER or OWNER. Shop Drawings, Change Orders and Payments: 9.7. In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENGINEER's authority as to Change Orders, see Articles 10, 11, and 12. 9.9. In connection with ENGINEER's authority as to Applications for Payment, see Article 14. Determinadons for Unit Prices: 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work perfor ed by CONTRAC- TOR. ENGINEER will review with CONTRACTOR the EN- GINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER and CONTRACTOR, unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from ENGINEER's decision and: (1) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A, "Dispute Resolution Agreement," entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. Such appeal will not be subject to the procedures of paragraph 9.11. Decisions on Disputes: 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and Claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. ENGINEER's written decision on such claim, dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC -A "Dispute Reso- lution Agreement," entered into between OWNER and CON - TRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from ENGINEER'S written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. 9.12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered m good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14-15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant to Article 16. 933. Limitations on ENGINEER kA Wlwrfry and Responsibilities: 9.13.1. Neither ENGINEER's authority or responsibil- ity under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or em- ployee or agent of any of them 9.13.2. ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's [Weans, methods, techniques, sequences or procedures of construction, or the safety precautions and pro- grams incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization perform. ing or fumishingany of the Work. - - 32 9.13A. ENGINEER's review of the final Application for Payment and accompanying documentation and all mainte- nance and operating instructions, schedules, guarantees, bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Doc- uments. 9.13.5. The limitations upon authority and responsibility set forth in this paragraph 9.13 shall also apply to ENGI- NEER's Consultants, Resident Project Representative and assistants. ARTICLE 10-- CHANGES IN THE WORK 10.1. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 102. If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article 11 or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and 3.6 except in the case of an emergency as provided in paragraph 6.23 or in the case of uncovering Work as provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall execute appro- priate Change Orders recommended by ENGINEER (or Writ- ten Amendments) covering: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of defective Work under paragraph 13.13, or correcting defective Work under paragraph 13.4, or (iii) agreed to by the parties; 10.4.2. changes in the Contract Price or Contract Times which are agreed to by the parties; and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of any written decision ren- dered by ENGINEER pursuant to paragraph 9.11; provided than, in lieu of executing any such Change Order, an 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 r 1 1 i appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (includ- ing, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR's respon- sibility, and the amount of each applicable Bond will be adjusted accordingly. 10.6. Change Proposal Request 10.6.1_ When OWNER requests CONTRACTOR to present a proposal to accomplish a change in the Work the request will be made in the form of s Change Proposal Request (CPR) prepared by ENGINEER. The CPR will describe the change and request CONTRACTOR to propose a cost and Contract Time change. CONTRACTOR will propose cost and time changes, provide a breakdown for the costs, sign the CPR and return it to ENGINEER. ENGINEER will make recommendations to OWNER concemino acceptance. If the CPR is approved by OWNER. the CPR will be included in a Change Order. CONTRACTOR is not authorized to proceed with a change contained in a CPR until the Change Order is properly signed and issued. 10.62. When the CONTRACTOR desires to propose changes to the Work, it may initiate a CPR in the same form as provided in Paragraph I0.6.1. and submit the CPR to the ENGINEER for the ENGINEER's review and recomm endation. ARTICLE 11- CHANGE OF CONTRACT PRICE 11.1. The Contract Price constitutes the total compensa- tion (subject to authorized adjustments) payable to CON- TRACTOR for performing the Work. All duties, rcepotisibili -ties and obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTOR's expense without change in the Contract Price. 11.2. The Contract Price may only be changed by a Change Order or by a Written Amendment. Any claim for an adjust -ment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event. All claims for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree on the amount 33 involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 11.2. 113. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of paragraphs 11.9.1 through 11.9.3, inclusive); 11.3.2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11.6.2); 113.3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11.3.2, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 11.6). Cost of the Work: 11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in paragraph 11.5: 11.4.1. Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without lim- itation superintendents, foremen and other personnel em- ployed full -time at the site Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, work- ers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of perforating Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. 11.4.2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they maybe obtained. 11.4.3. Payments made by CONTRACTOR to the Sub- contractors for Work performed or furnished by Subcontrac- tors. If required by OWNER, CONTRACTOR shall obtain competitive bids from subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then detemmne, with the advice of ENGINEER, which bids, if any, will be accepted. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work Plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragraphs 11.4, 11.5, 11.6 and 11.7. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, survey - ors, attorneys and accountants) employed for services spe- cifically related to the Work. 11.4.5. Supplemental costs including the following: 11.4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's em- ployees incurred in discharge of duties connected with the Work. 11.4.5.2. Cost, including transportation and mainte- nance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are con- sumed in the performance of the Work, and cost Tess market value of such items used but not consumed which remain the property of CONTRACTOR. 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agree- ments approved by OWNER with the advice of ENGI- NEER, and the costs of transportation, loading, unload- ing, installation, dismantling and removal thereof—all in accordance with the terns of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5. Deposits lost for causes other than negli- gence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees Fos permits and licenses. 11.4.5.6. Losses damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in 34 connection with the performance and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.9), provided they have re- sulted from causes other than the negligence of CON- TRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settle- ments made with the written consent and approval of OWNER. No such losses, damages and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. If, however, any such loss or damage requires reconstruction and CONTRAC- TOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.6.2. 11.4.5.7. The cost of utilities, fuel and sanitary facili- ties at the site. 11.4.5.8. Minor expenses such as telegrams, long dis- tance telephone calls, telephone service at the site, ex- pressage and similar petty cash items in connection with the Work. 11.4.5.9. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The term Cost of the Work shall not include any of the following: 11.5.1. Payroll costs and other compensation of CON - TRACTOR's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, ar- chitects, estimators, attomeys, auditors, accountants, pur- chasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.4.1 or specifically covered by paragraph 11.4.4Glall of which are to be consid- ered administrative costs covered by the CONTRACTOR's fee. 11.5.2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site. 11.5.3. Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR's capital employed for the Work and charges against CONTRACTOR for delin- quent payments. 11.5.4. Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). 11.5.5. Costs due to the negligence of CONTRACTOR, any Subecantractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the conection of defective Work, disposal of 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 materials or equipment wrongly supplied and malting good any damage to property. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. 11.6. The CONTRACTOR's fee allowed to CONTRAC- TOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work 11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR's fee shall be fifteen percent. 11.6.2.2. for costs incurred under paragraph 11.43, the CONTRACTOR's fee shall be five percent; 11.6.2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee ' is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.43 and 11.62 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; 11.6.2.4. no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 and 11.5; 11.6.2.5. the amount of credit to be allowed by CON- TRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR's fee by an amount equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cost of any Work is to be determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data Cash Allowances: 11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be fumished 35 and performed for such sums as may be acceptable to OWNER and ENGINEER. CONTRACTOR agrees that: 11.8.1. the allowances include the cost to CONTRAC- TOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.8.2. CONTRACTOR's costs for unloading and han- dling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price Work: 11.9.1. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the auto of the established unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of $ids and determining an initial Contract Price. Determinations of the actual quantities and classifica- tions of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. Work described in the Contract Documents but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as a Dart of the unit price. 11.9.3. OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 11 if: 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and sig- nificantly from the estimated quantity of such item indi- cated in the Agreement; and 11.9.32. there is no corresponding adjustment with respect to any other item of Work; and 11.933. if CONTRACTOR believes that CONTRAC- TOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER be- lieves that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12— CHANGE OF CONTRACT TIME 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows an additional period of time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGI -NEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12.1. 12.1.1. No extension of the Contract Time will be allowed for additional Work or for claimed delay unless the additional Work contemplated or claimed delay is shown to be on the critical oath of the Proiect's schedule of construction or CONTRACTOR can show by Critical Path Method analysis how the additional Work or claimed delay adversely affects the critical path. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.3. Where CONTRACTOR is prevented from complet- ing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRAC -TOR, the Contract Times (or Milestones) will be extended in an amount equal to the time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather condi- tions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.3.1. OWNER, at OWNER's sole diserenon may waive the requirements of paragraph GC -12.3. and grant extensions to the Contract Time for any reason OWNER deems valid. 12.3.2. Time extensions will not be wanted for rain, wind. flood. or other natural phenomena of normal intensity for the locality where Work is performed. For purpose of determining extent of delay attributable to unusual weather phenomena, a determination shall be made by comparing the weather for at least any continuous one -fourth of the Contract Time involved with the averagee of the preceding 5 -year climatic ratite during the same time interval based on. U.S. Weather Bureau statistics for the locality where the Work is performed. 36 12.4. Where CONTRACTOR is prevented from complet- ing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER. and CONTRACTOR, an extension of the Contract Tittles (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR'S sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRAC- TOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of CONTRACTOR, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, abnormal weather condi- tions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE 13- -TESTS AND INSPECTIONS CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice Of Defects: Prompt notice of all defective Work of which OWNER or ENGINEER have actual know -ledge will be given to CONTRACTOR. All defective Work may be rejected corrected or accepted as provided in this Article 13. Access to Work: 13.2. OWNER, ENGINEER, ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdic-tional interests will have access to the Work at reasonable times for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and Inspections: 133. CONTRACTOR shall give ENGINEER timely no- tice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.4.1. for inspections, tests or approvals covered by paragraph 13.5 below; 13.4.2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.9 below shall be paid as provided in said paragraph 13.9; and 13.43, as otherwise specifically provided in the Con- tract Documents. 135. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other repre- sentative of such public body, CONTRACTOR shall assume 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection, or approval. CONTRACTOR shall also be responsible for arrang- ing and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OWNER's and ENGINEER's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. 13.6. If any Work (or the work of others) that is to be inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if re- quested by ENGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER be uncovered for ENGINEER's observation and replaced at CONTRACTOR's expense. 13.9. ,If ENGINEER considers it necessary or advisable that covered work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, at ENGINEER's re- quest, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, material and equipment If it is found that such Work is defective, CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); 4or OWNER shall be entitled to accept defective Work and be entitled to an appropriate decrease in the Contract Price, and. if the parties are unable to agree as to the amount thereof, may make a claim therefore as provided in Article 11. in which case CONTRACTOR shall still be responsible for all costs associated with exposing. observing, and testing the defective Work. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such uncovering, exposure. ob- servation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as pro -vided in Articles 11 and 12. OWNER May Stop the Work: 37 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equip- ment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR or any surety or other Ply. Correction or Removal ofDefective Work: 13.11. If required by ENGINEER, CONTRACTOR shall promptly, as directed, either correct all defective work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER, remove it from the site and replace it with Work that is not defective. CONTRACTOR shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.12. Correction Period: 13.12.1 If within one year after the date of Substantial completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (1) correct such defective Work, or if it has been rejected by OWNER, remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such re- moval and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR. 13.12.2. In special circumstances where a particular item of equipment is placed in continuous service before Substan- tial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. 13.12.3. Where defective Work (and damage to other Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13.12, the correction period hereunder with reapea to such Work will be extended for an additional period of one year after such correction or re- moval and replacement has been satisfactorily completed. Acceptance of Defective Work: 13.13. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGI- NEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses and damages attributable to OWNER's evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. If the acceptance occurs after such recommends- tion, an appropriate amount will be paid by CONTRACTOR to OWNER. OWNER May Correct Defective Work: 13.14. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CON- TRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days' written notice to CONTRACTOR, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph OWNER shall pro- ceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER'S representatives, agents and employees, OWNER'S other contractors and ENGINEER and ENGINEER'S Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work: and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof,' OWNER may make a claim therefor as provided in Article 11. Such claims costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in the performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies hereunder. ARTICLE 14— PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of Values: 38 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units com-pleted. Application for Progress Payment: 142. At least twenty days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equip - ment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER' s interest therein, all of which will be satisfactory to OWNER. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. CONTRACTOR's Warranty of Title: 14.3. CONTRACTOR warrants and guarantees that title to all Work materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. Review of Applications for Progress Payment: 14.4. ENGINEER will, within ten days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to OWNER or return the Application to Contractor indi- cating in writing ENGINEER's reasons for refusing to recom- mend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application. Ten days after presentation of the Application for Payment to OWNER with ENGINEER's recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR. 14.5. ENGINEER's recommendation of any payment re- quested in an Application for Payment will constitute a repre- sentation by ENGINEER to OWNER, based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional and on ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER's knowledge, infor- mation and belief. 14.5.1. the Work has progressed to the point indicated, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14.5.2. the quality of the Work is generally in accor- dance with the Contract Documents (subject to an evalu- ation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.10, and to any other quali- fications stated in the recommnendation), and 14.5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled in so far as it is ENGINEER'S responsibility to observe the Work. However, by recommending any such payment ENGINEER will not thereby be deemed to have represented that: (i) exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (ii) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. 14.6. ENGINEER's recommendation of any payment, in- cluding final payment, shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precau- tions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations appli- cable to the furnishing or performance of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if, in ENGINEER's opinion, it would be incorrect to make the representations to OWNER referred to in paragraph 14.5. ENGINEER may also refuse to recom- mend any such payment, or, because of subsequently discov- ered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Writ- ten Amendment or Change Order, 14.7.3. OWNER has been required to correct defec- tive Work or complete Work in accordance with paragraph 13.14,or 14.7.4. ENGINEER has actual knowledge of the oc- currence of any of the events enumerated in paragraphs 152.1 through 152.4 inclusive. OWNER may refuse to make pay t of the full amount recommended by ENGINEER because: 39 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work, 14.7.6. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14.7.7. there are other items entitling OWNER to a set -off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occur- rence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 152.1 through 15.2.4 inclusive; but OWNER must give . CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWN- ER's satisfaction the reasons for such action. Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRAC- TOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER, CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work sub- stantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Com- pletion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list. If after considering such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within fourteen days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, rrmintenance, heat, utilities, insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment. 14.9. OWNER shall have the right to exclude CONTRAC -TOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilization: 14.10. Use by OWNER at OWNER's option of any sub- stantially completed part of the Work which (i) has specifically been identified in the Contract Documents, or (ii) OWNER, ENGINEER and CONTRACTOR agree constitutes a sepa- rately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant inter- ference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Com- pletion of all the Work subject to the following: 14.10.1. OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such pan of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work Within a reasonable time after either such request, OWNER, CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGI- NEER will make a final inspection with OWNER and CON- TRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Wok is incomplete or defective. CONTRACTOR shall immediately 40 take such measures as are necessary to complete such Work or remedy such deficiencies. Final Application for Payment 14.12. After CONTRACTOR has completed all such cor- rections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certifi -cates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, CONTRAC- TOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.4.13, (ii) consent of the surety, if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRAC -TOR may famish receipts or releases in full and an affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills and other indebtedness connected with the Work from which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied If any Subcontractor or Supplier fails to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Final Payment and Acceptance: 14.13. 1f, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGI- NEER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been and completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will retum the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after the presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount s, �nanended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR 14.14. If, through no fault of CONTRACTOR, final coin. 'Action of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and recortmnendation of ENGINEER, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written con- sent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Appli- cation for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Waiver of Claims: 14.15. The maldng and acceptance of final payment will constitute: 14.15.1. a waiver of claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after final inspection pursu- ant to paragraph 14.11, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing ob- ligations under the Contract Documents; and 14.152. a waiver of all claims by CONTRACTOR against OWNER and/or ENGINEER other than those previously made in writing and still unsettled. ARTICLE 1563SUSPENSION OF WORK AND TERMINATION OWNER May Suspend Work: 15.1. At any time and without cause, OWNER may sus- pend the work or any portion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER May Terminate: 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Weak in accordance with the Contract Documents (in- cluding, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted from time to time pursuant to paragraph 6.6); 41 15.22. if CONTRACTOR disregards Laws or Regula- tions of any public body having jurisdiction; 152.3. if CONTRACTOR disregards the authority of ENGINEER; or 152.4. if CONTRACTOR otherwise violates in any sub- stantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if WS and Regulations possession of the Work and f all CO terminate the services of .ACTOR's tools, use the same to the full oxteat they could be used by CONTRACTOR (without liability t CONTRACTOR f r Work as OWNER may doom expedient. In such Clio CON'T1 n CTOR s hall pay the difference t OWNER. Such claims, costs, losses an damage¢ inured by OWNER will be 1 OWNER will provide written notice to CONTRACTOR and Surety to arrange a conference with CONTRACTOR and Surety to address CONTRACTOR's failure to perform the Work. Conference shall be held not earlier than 17; days, nor later than 15 days, after receipt of notice. If the OWNER. the CONTRACTOR. and the Surety do not attree to allow the CONTRACTOR to proceed to perform the Construction Contract. the OWNER may, to the extent Dermitted by Laws and Regulations, declare a CONTRACTOR Default and formally terminate the CONTRACTOR's right to complete the Contract. CONTRACTOR Default shall not be declared earlier than 20 days after the CONTRACTOR and Surety have received notice of conference to address CONTRACTOR's failure to perform the Work. If CONTRACTOR's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of notice to CONTRACTOR that the services of CONTRACTOR have been terminated, or if Surety has taken over for CONTRACTOR and while prosecuting the Work in lieu of CONTRACTOR, any one or more of the events cited in 152.1. through 15.2.4. occur, then OWNER. without process or action at law. may take over any portion of the Work and complete it as described below. If OWNER completes the Work. OWNER may exclude CONTRACTOR from die site and take possession of the Work and of ail CONTRACTOR's tools appliances. construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion). incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. and finish the Work as OWNER may deem expedient. Whether OWNER or Surety Completes the Work. CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Conn Price exceeds all claims. costs. losses and damages sustained by OWNER arising out of or resulting from completing the Work, such excess will be paid to CONTRACTOR. If such claims. costs, losses and damages exceed such unpaid balance. CONTRACTOR shall pay the difference to OWNER. Such claims, costs. losses and damages incuned by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change Order. provided that when exercising any rights or remedies under this paragraph, OWNER shall not be required to obtain the lowest price for the Work performed. Neither OWNER. ENGINEER. nor any of their respective consultants, agents, officers. directors or employees shall be in any way liable or accountable to CONTRACTOR or Suretv for the method by which the completion of the said Work. or any portion thereof. may be accomplished or for the price paid therefore. OWNER. notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from CONTRACTOR or Surety for CONTRACTOR's failure to timely complete the entire Contract. CONTRACTOR shall not be entitled to airy claim for damages on account of the method used by OWNER in completing the Contract. Maintenance of the Work shall continue to be CONTRACTOR's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. 153. Where CONTRACTOR's services have been so ter- minated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to temuirtate the Agreement. In such case, CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effec- tive date of termination, including fair and reasonable sums for overhead and profit on such Work; 42 I5.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Docu- ments in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. CONTRACTOR May Stop Work or Terminate: 15.5. If, through no act or fault of CONTRACTOR, the Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public author- ity, or ENGINEER fails to act on any Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agree ment and recover from OWNER payment on the same terms as provided in paragraph 15.4. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven day's written notice to OWNER and ENGI- NEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.5 are not intended to preclude CON - TRACTOR from making claim under Articles 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRAC-TOR's stopping Work as permitted by this paragraph. ARTICLE 16t DISPUTE RESOLUTION If and to the oxtcnt that OWNER and CONTRACTOR have and 9.12, OWPlydt and CONTRACTOR may exercise suoh OWNER and CONTRACTOR may exercise such rishts or remedies as either may have under the Contract Documents or be Laws or Regulations in respect to resolution of any dispute. subject to Paragraphs GC- 9.10.9.1 1, and 9.12. ARTICLE 170 MISCELLANEOUS Giving Notice: 17.1. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. Computation of Tunes: 17.2.1. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.22. A calendar day of twenty -four hours measured from midnight to the next midnight will constitute a day. Notce of Claim: 17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose. Cumulative Remedies: 17.4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon CON- TRACTOR by paragraphs 6.12, 6.16, 6.30, 6.31, 632, 13.1, 13.12, 13.14, 14.3 and 152 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contrail Documents in connection with each particular duty, obligation, right and remedy to which they apply. 43 Professional Pees and Court Costs included: 17.5. Whenever reference is made to "claims, costs, losses and damages," it shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. [The remainder of this page was left blank intentionally.] CONTRACTOR Dated —OWNER and CONTRACTOR heroby agree that Article 16 and CO to ACTOR is amended include tt+ foll wi,.g OWN£R and CONTRACTOR arising out of or relat ing to the l _f ,_. h. tn i a di ct i o ... 44 16.1. Except as provided in paragraph 16.5 below, no Consultant and the officers, directors, agents ern ployees or 9144996: 16.1.3. the written consent of the other parson or entity CONTRACT=OR shall include in all subcontracts required bi 16.7. OWNW. and CONTRACTOR agrec that they shall finA 45 To: Governing Law NOTICE OF AMENDMENT TO THE CONTRACT Mr. Steve Swatek Gamey Companies, Inc. 1331 N.W. Vivion Road Kansas City, MO 64118 Project Description: City of Round Rock West Transmission Potable Water Pipeline Amendment: Amend Section 00700 of the Contract Documents as so noted. Add under Article 16 "Dispute Resolution" at the top of Page 43, immediately following the underlined text: Owner and Contractor hereby expressly agree that no claims or disputes between Owner and Contractor arising out of or relating to the Contract Documents or a breach thereof shall be decided by any arbitration proceeding, including, without limitation, any proceeding under the Federal Arbitration Act (9 U.S.C. Section 1 -14) or any applicable state arbitration statute. Add under Article 17 "Miscellaneous" at the end of the text on Page 43, the following new section: 17.6 The Contract shall be governed by the laws of Texas, and venue shall lie in Williamson County, Texas. Executed: Document i executed by tharties noted. Dated this ((�7 7 p( day of day Receipt of the above NOTICE OF AMENDMENT TO THE CONTRACT is hereby acknowledged and the co t is amen. - s : ccorn ng y on this, the BG� _ A 4 CITY OF ROUND ROCK, TEXAS 0 Title: ACCEPTANCE OF AMENDMENT 2000. R 4 , AO_ A yo,2 Title: day of 2000. Stephen W. Swatek Vice President COMPANIES, INC. 1331 N.W. VIVION ROAD KANSAS CITY, MISSOURI 64118 - 4554 CERTIFIED COPY OF RESOLUTION OF BOARD OF DIRECTORS OF GARNEY COMPANIES, INC. or. 4, zip, 10096 EMPLOYEE OWED PHONE (816) 741 -4600 FAX (816) 741 -4488 The undersigned, Stephen M. McCandless hereby certifies that he is the duly elected and qualified Secretary of the Garney Companies, Inc. a Missouri Corp- oration (the "Company "), and that as Secretary, he maintains the records and the corporate seal of the Company. The undersigned further certifies that the following is a true and correct copy of the resolutions adopted by the unanimous consent of the members of the Board of Directors of the Company on the 1st day of March, 1999 and that such resolutions are now in full force and effect: RESOLVED: That Stephen W. Swatek is hereby recognized as the Vice President of the Corporation to serve until the next annual meeting of the Directors and authorized and instructed to execute and deliver on behalf of the Corporation and its name, contracts, offers and bids pertaining to contracting and construction work to be performed by the Company. IN WITNESS WHEREOF, the undersigned has hereby affixed his name as Secretary and caused the corporate seal of the Company to be affixed hereto this 14th day of February, 2000. Stephen M. McCandless, Corporate Secretary 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 00805 2 SUPPLEMENTARY CONDITIONS TO 3 EJCDC GENERAL CONDITIONS, 1910-8 (1996 EDITION) 4 (FOR USE WITH REDLINE/STRIKEOUT VERSION OF GC'S) 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions amend and supplement Section 00700 - General 10 Conditions, and other provisions of the Contract Documents as indicated below. All 11 provisions of the General Conditions that are amended or supplemented remain in full force 12 and effect as so amended or supplemented. All provisions of the General Conditions which 13 are not so amended or supplemented remain in full force and effect. 14 15 Defined Terms 16 17 The teens used in these Supplementary Conditions which are defined in the General 18 Conditions have the meaning assigned to them in the General Conditions. 19 20 Amendments and Supplements 21 22 The following are instructions that amend or supplement specific paragraphs in the General 23 Conditions and other Contract Documents. 24 25 26 ARTICLE 1 DEFINITIONS AND TERMINOLOGY 27 28 SC 1.1A.20. 29 30 Add a new paragraph immediately after paragraph GC which is to read as follows: 31 32 A listing of ENGINEER's Consultant(s) is as follows: 33 Baker — Aichlen Associates, Inc. 34 Fugro South, Inc. 35 36 37 ARTICLE 2 — PRELIMINARY MATTERS 38 39 SC - 2.10 40 41 2.10.1 ENGINEER 42 43 The word "Engineer" in these Specifications shall be understood as 44 referring to the City of Round Rock, 221 East Main Street, Round Rock, 07225.040.036 00805 -1 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00805 -2 1 Texas 78664, Engineer of the Owner, or the Engineer's authorized 2 representative to act in any particular position for the Owner. 3 4 2.10.2. COPIES OF PLANS AND SPECIFICATIONS FURNISHED 5 6 The Agreement will be prepared in not less than five (5) counterpart 7 (original signed) sets. Owner will furnish Contractor two (2) sets of 8 conforming Contract Documents and Specifications and four (4) sets of 9 Plans free of charge, and additional sets will be obtained from the 10 Engineer at commercial reproduction rates plus 20% for handling. 11 12 2.10.3 GOVERNING CODES 13 14 All construction as provided for under these Plans and Specifications shall 15 be governed by any existing Resolutions, Codes and Ordinances, and any 16 subsequent amendments or revisions thereto as set forth by the Owner. 17 18 2.10.4 LIQUIDATED DAMAGES FOR FAILURE TO COMPLETE ON TIME 19 20 The Contractor agrees that time is of the essence for this Contract and that 21 the defmite value of damages which would result from delay would be 22 incapable of ascertainment and uncertain, so that for each day delay 23 beyond the number of days herein agreed upon for the completion of the 24 work herein specified and contracted for, after due allowance for such 25 extension of time as is provided for under the provisions of the General 26 Conditions, the Owner may withhold permanently from the Contractor's 27 total compensation, not as penalty but as liquidated damages, the sum(s) as 28 indicated in the Bid Form. 29 30 2.10.5 LOCATION 31 32 The location of work shall be as mentioned in the Notice to Bidders and as 33 indicated on Plans. 34 35 2.10.6 USAGE OF WATER 36 37 The City shall provide all water used during construction. The City shall 38 specify the location from which the Contractor is to procure water. The 39 Contractor shall be responsible for providing all apparatus necessary for 40 procuring, storing, transporting and using water during construction. The 41 Contractor shall strive to use that amount of water which is reasonable to 42 perform the work associated with this contract and shall endeavor to avoid 43 excessive waste. The Contractor will be required to pay for all water used 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00805 -3 1 if it is found that unnecessary or excessive waste is occurring during 2 construction. 3 4 2.10.7 PAY ESTIMATES 5 6 If pay estimates from the Contractor are not received by the Engineer on or 7 before the time specified in the General Conditions, then the pay estimate 8 will not be processed and will be returned to Contractor. 9 10 SC -2.11 11 12 2.11.1 CROSSING UTILITIES 13 14 Prior to commencing the work associated with this contract, it shall be the 15 Contractor's responsibility to make arrangements with the Owners of such 16 utility companies to uncover their particular utility lines or otherwise 17 confirm their location. Certain utility companies perform such services at 18 their own expense, however, where such is not the case, the Contractor 19 will cause such work to be done at his own expense. 20 21 2.11.2 UTILITY SERVICES FOR CONSTRUCTION 22 23 The Contractor will be responsible for providing his own utility services 24 while performing the work associated with this contract. No additional 25 payment will be made for this item. 26 27 2.11.3 GUARANTEES 28 29 The Contractor warrants the materials and workmanship and that the work 30 is in conformance with the plans and specifications included in this 31 contract for the period that the Warranty Bond, as outlined in Section 04 of 32 the Special Conditions, is in effect. Upon notice from Owner, the 33 Contractor shall repair defects in all construction or materials which 34 develop during specified period and at no cost to Owner. Neither final 35 acceptance, Certificate of Completion, final payment nor any provision in 36 Contract Documents relieves Contractor of above guarantee. Notice of 37 observed defects will be given with reasonable promptness. Failure to 38 repair or replace defect upon notice entitles Owner to repair or replace 39 same and recover reasonable cost thereof from Contractor. 40 41 2.11.4 MINIMUM WAGE SCALE 42 43 Contractors are required to pay prevailing wage rates to laborers, workmen 44 and mechanics employed on behalf of the City engaged in the construction 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00805 -4 1 of public works. The wage rate for these jobs shall be the general 2 prevailing wage rates for work of a similar character. This applies to 3 Contractors and Subcontractors. The Contractors and Subcontractors shall 4 keep and make available records of workers and their wages. Contractors 5 and Subcontractors shall pay the prevailing wage rates as adopted by the 6 Owner. There is a statutory penalty of $60.00 per worker per day or 7 portion of a day that the prevailing wage rate is not paid by the Contractor 8 or any Subcontractor. 9 10 2.11.5 LIMIT OF FINANCIAL RESOURCES 11 12 The Owner has a limited amount of financial resources committed to this 13 Project; therefore, it shall be understood by all bidders that the Owner may 14 be required to change and/or delete any items which he may feel is 15 necessary to accomplish all or part of the scope of work within its limit of 16 financial resources. Contractor shall be entitled to no claim for damages 17 or anticipated profits on any portion of work that may be omitted. At any 18 time during the duration of this contract, the Owner reserves the right to 19 omit any work from this contract. Unit prices for all items previously 20 approved in this contract shall be used to delete or add work per change 21 order. 22 23 2.11.6 CONSTRUCTION REVIEW 24 25 The Owner shall provide a project representative to review the quality of 26 materials and workmanship. 27 28 2.11.7 LIMITS OF WORK AND PAYMENT 29 30 It shall be the obligation of the Contractor to complete all work included in 31 this Contract, so authorized by the Owner, as described in the contract 32 documents and technical specifications. All items of work not specifically 33 paid for in the bid proposal shall be included in the unit price bids. Any 34 question arising as to the limits of work shall be left up to the 35 interpretation of the Engineer. 36 37 2.11.8 PAYMENT FOR MATERIALS ON HAND 38 39 Owner will not pay for materials on hand. Payment will be made for work 40 completed in accordance with monthly estimate procedure stipulated in the 41 General Conditions of the Agreement. 42 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00805 -5 1 2.11.9 "AS- BUILT" DRAWINGS 2 3 The Contractor shall mark all changes and revisions on all of his copies of 4 the working drawings during the course of the Project as they occur. Upon 5 completion of the Project and prior to final acceptance and payment, the 6 Contractor shall submit to the Engineer one set of his working drawings, 7 dated and signed by himself and his project superintendent and labeled as 8 "As- Built ", that shows all changes and revisions outlined above and that 9 shows field locations of all above ground appurtenances including but not 10 limited to valves, fire hydrants and manholes. These as -built drawings 11 shall become the property of the Owner. Each appurtenance shall be 12 located by at least two (2) horizontal distances measured from existing, 13 easily identifiable, immovable appurtenances such as fire hydrants or 14 valves. Property pins can be used for as -built tie -ins provided no existing 15 utilities as previously described are available. Costs for delivering as-built 16 drawings shall be subsidiary to other bid items. 17 18 2.11.10 LAND FOR WORK 19 20 Owner provides, as indicated on Drawings, land upon which work is to 21 done, right -of -way for access to same and such other lands which are 22 designated for use of Contractor. Contractor provides, at his expense and 23 without Liability of Owner, any additional land and access thereto that may 24 be required for his construction operations, temporary construction 25 facilities, or for storage of materials. 26 27 2.11.11 DEVIATIONS OCCASIONED BY UTILITY STRUCTURES 28 29 Whenever existing utilities, not indicated on Plans, present obstructions to 30 grade and alignment of proposed improvements immediately notify 31 engineer, who without delay, will determine if existing utilities are to be 32 relocated, or grade and alignment of proposed improvements changed. 33 Where necessary to move existing services, poles, guy wires, pipelines, 34 etc., as determined by the Engineer, the Contractor will make 35 arrangements with the owner of the utility to be moved and have it moved. 36 The costs of any utility relocations will be at the Contractor's sole 37 expense. Owner will not be liable for relocations costs or damages on 38 account of delays due to changes made by owners of privately owned 39 utilities which hinder progress of the work. 40 41 2.11.12 CONSTRUCTION STAKING 42 43 The Contractor shall provide all construction staking required to complete 44 the work associated with this contract. The Contractor shall be 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00805 -6 1 responsible for determining the layout and extent of staking necessary to 2 construct the improvements to the lines and grades shown in the Plans. 3 This item shall not be paid for separately and shall be considered 4 subsidiary to other bid items. 5 6 7 SC -2.12 8 9 2.12.1 TRAFFIC CONTROL 10 11 Access shall be provided for residents and emergency vehicles at all times. 12 When it becomes necessary to restrict access, the Contractor shall notify 13 all applicable agencies (i.e. Fire Department, E.M.S., Public Works, etc.). 14 At the end of each day two lanes of traffic shall be opened to the public. 15 The Contractor shall be responsible for all maintenance, signing and safety 16 precautions necessary for traffic control. This item shall be considered 17 subsidiary to other bid items and no additional compensation shall be 18 given for complying with this Special Condition. 19 20 21 ARTICLE 4 — AVAILIBILITY OF LANDS; SUBSURFACE AND PHYSICAL 22 CONDITIONS; REFERENCE POINTS 23 24 SC 4.1A.1 25 26 Add a new paragraph 4.1A.1. which is to read as follows: 27 28 "1. Easement lines shown on the Contract Drawings are approximate and were 29 provided to establish a basis for bidding. Upon receiving the final easement 30 descriptions, CONTRACTOR shall compare them to the lines shown on the 31 Contract Drawings. If CONTRACTOR considers the final easements provided to 32 differ materially from the representations on the Contract Drawings. 33 CONTRACTOR shall within 5 calendar days and before proceeding with the Work, 34 notify ENGINEER in writing of any extra costs or time of performance associated 35 with the differing easement line locations and the claim shall be administered in 36 accordance with the Conditions of the Contract." 37 38 39 ARTICLE 5 — BONDS AND INSURANCE 40 41 SC -5.4A. 42 43 Contractor shall carry insurance in the following types and amounts for the 44 duration of this Contract, which shall include items owned by Owner in 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00805 -7 1 care, custody and control of Contractor prior and during construction and 2 warranty period, and furnish Certificates of Insurance along with copies of 3 policy declaration pages and all policy endorsements as evidence thereof: 4 5 a. Statutory Worker's Compensation and minimum $100,000 6 Employers Liability Insurance. 7 8 b. Commercial General Liability Insurance with minimum limits of 9 $500,000 per occurrence and $1,000,000 Aggregate or $500,000 10 for this designated project and $100,000 Fire Damage. 11 12 c. Automobile Liability Insurance for all owned, nonowned and hired 13 vehicles with minimum limits for Bodily Injury of $250,000 for 14 each person and $500,000 for each occurrence and Property 15 Damage limits of $100,000 or Combined Single Limit of .16 $600,000. 17 18 d. On all new or remodeling building proiects: All Risk Builders 19 Risk Insurance for insurable building projects shall be insured in 20 the amount of the contract price for such improvements. Owner 21 and Contractor waive all rights against each other for damages 22 caused by fire or other perils to the extent covered by Builders 23 Risk Insurance required under this section, except as to such rights 24 as they may have in the proceeds of such insurance. Contractor 25 shall require similar waivers by Subcontractors and Sub - 26 subcontractors. 27 28 e. Owner and Contractor's Protective Policy. The Contractor shall 29 provide and maintain during the life of this contract and until all 30 work under said contract has been completed and accepted by the 31 Owner, an Owner's and Contractor's Protective Policy which co- 32 insures the Owner and the Owner's agents and employees with the 33 same Commercial General Liability coverage as described above, 34 entitled "Commercial General Liability Insurance." 35 36 When offsite storage is permitted, policy will be endorsed for transit and 37 off site storage in amounts sufficient to protect property being transported 38 or stored. 39 40 This insurance shall include, as insured, City of Round Rock, City's 41 Engineer, Engineering Subconsultants, Contractor, Subcontractors and 42 Sub - subcontractors in the work, as their respective interest may appear. 43 44 If insurance policies are not written for amount specified in b. and c. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00805 -8 1 above, Contractor is required to carry an Excess Liability Insurance Policy 2 for any difference in amounts specified. 3 4 Contractor shall be responsible for deductibles and self - insured retentions, 5 if any stated in policies. Any self - insured retention shall not exceed ten 6 percent of minimum required limits. All deductibles or self insured 7 retentions shall be disclosed on Certificate of Insurance required above. 8 9 Contractor shall not commence work at site under this Contract until he 10 has obtained required insurance and until such insurance has been 11 reviewed by Owner's Contract Administration Office. Contractor shall not 12 allow any Subcontractors to continence work until insurance required has 13 been obtained and approved. Approval of insurance by Owner shall not 14 relieve or decrease liability of Contractor hereunder. 15 16 Insurance to be written by a company licensed to do business in the State 17 of Texas at the time policy is issued and acceptable to owner. 18 19 Contractor shall produce an endorsement to each effected policy: 20 21 1. Naming City of Round Rock, 221 East Main Street, Round Rock, 22 Texas 78664 as additional insured (except Workers' Compensation 23 and Builders Risk). 24 25 2. That obligates the insurance company to notify Joanne Land, City 26 Secretary, City of Round Rock, 221 East Main Street, Round Rock, 27 Texas 78664 of any and all changes to policy 30 days prior to 28 change. 29 30 3. That the "other" insurance clause shall not apply to Owner where 31 City of Round Rock is an additional insured shown on policy. It is 32 intended that policies required in this agreement, covering both 33 Owner and Contractor, shall be considered primary coverage as 34 applicable. 35 36 Contractor shall not cause any insurance to be canceled nor permit any 37 insurance to lapse during term of this Contract or as required in the 38 Contract. 39 40 If Contractor is underwritten on a claim -made basis, the retroactive date 41 shall be prior to, or coincident with, the date of this Contract and the 42 Certificate of Insurance shall state that coverage is claims made and also 43 the retroactive date. Contractor shall maintain coverage for duration of 44 this Contract and for two years following completion of this Contract. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00805 -9 1 2 Contractor shall provide the City annually a Certificate of Insurance as 3 evidence of such insurance. It is further agreed that Contractor shall 4 provide Owner a 30 -day notice of aggregate erosion, an advance of the 5 retroactive date, cancellation and/or renewal. 6 7 It is also agreed that Contractor will invoke the tail option at request of 8 Owner and the Extended Reporting Period (ERP) premium shall be paid 9 by Contractor. 10 11 Owner reserves the right to review insurance requirements of this section 12 during effective period of the Contract and to make reasonable 13 adjustments to insurance coverages and their limits when deemed 14 necessary and prudent by Owner based upon changes in statutory law, 15 court decisions or the claims history of the industry as well as Contractor. 16 17 Owner shall be entitled, upon request, and without expense, to receive 18 copies of policies and all endorsements thereto and may make any 19 reasonable requests for deletion or revision or modification of particular 20 policy terms, conditions, limitations or exclusions, except where policy 21 provisions are established by law or regulation binding upon either of the 22 parties hereto or the underwriter on any of such policies. 23 24 Contractor shall pay actual losses not covered by insurance as required by 25 the section. 26 27 SC - 5.5 28 29 Delete paragraph 5.5. 30 31 SC- 5.6.1. 32 33 At the end of Paragraph 5.6A.1., add the following sentence: 34 35 "The insured and the additional insured shall be listed in the insurance coverage by specific 36 name and not by genre. Additional insured shall be named as follows: 37 38 }DR Engineering, Inc. 2211 S. 1H -35, Ste. 300 Austin, Texas 78741 39 Fugro South 1107 West Gibson St. Austin, Texas 78704 40 Baker - Aicklen & Assoc. 203 E. Main St., Ste. 201, Round Rock, Texas 78664 41 42 SC- 5.6A.2, 43 44 At the end of Paragraph 5.6A.2., add the following sentence: 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00805 -10 2 "Additional perils are as follows: explosion, and underground exposures." 3 4 5 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6 7 SC -6.3. 8 9 Add new paragraph immediately after paragraph GC -6.3 which is to read as follows: 10 11 6.3. Wages 12 13 6.3.1. CONTRACTOR and each subcontractor shall prepare payrolls for the 14 Workers on the Project. Not later than the seventh (7th) day following the 15 payment of wages, the CONTRACTOR shall transmit to the OWNER, if 16 requested, a certified legible copy and two confirmed copies of such 17 payrolls. 18 19 6.3.2. CONTRACTOR and each Subcontractor shall pay all Workers not less than 20 the hourly rates set forth in the rate schedule set forth in Section 00830. 21 CONTRACTOR shall post at appropriate conspicuous points at the site of 22 the Project a schedule showing the wage rates for the various classes of 23 Workers to be engaged in the Work and all deductions, if any, required by 24 law to be made from unpaid wages actually earned by the Workers so 25 engaged. 26 27 6.3.3. CONTRACTOR and each subcontractor shall pay each Worker in full not 28 less often than once each two weeks. 29 30 6.3.4. CONTRACTOR agrees that, in the case of underpayment of wages to any 31 Worker on the Project by the CONTRACTOR or any Subcontractor, 32 OWNER may withhold from the CONTRACTOR out of payments due, and 33 amount sufficient to pay such Worker the difference between the wages 34 required to be paid under the Agreement and the wages actually paid such 35 Worker for the total number of hours worked and that OWNER may 36 disburse such amount so withheld by it for and on account of the 37 CONTRACTOR to the Worker to whom such amount is due. 38 CONTRACTOR further agrees that the amounts to be withheld pursuant to 39 this article may be in addition to other amounts that may be retained by 40 OWNER pursuant to other provisions of the Contract Documents. 41 42 6.3.5. The wages of each Worker shall be computed on the basis of eight (8) hours 43 per day, eight (8) hours continuous employment except for meal periods, 44 constituting a day's work. Legal holiday work shall be paid for at the 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00805 -11 1 regular governing per diem wage rates. Work in excess of 40 hours per 2 week shall be paid for at 1 -1 /2 times the basic rate of pay. CONTRACTOR 3 shall pay any and all costs associated with overtime work at no additional 4 cost to the Owner. 5 6 63.6. CONTRACTOR shall comply with Texas Worker's Compensation Commission 7 Rule 28 TAC Article 110.110. 8 9 SC -6.15. 10 11 Add new paragraph immediately after paragraph GC - 6.15 which is to read as follows: 12 13 6.15.1. Owner is an exempt organization as defined by Chapter 11, Property Tax 14 Code of Texas, and is hereby exempt from payment of sales taxes under 15 Chapter 151 of the Limited Sales, Excise, and Use Tax, revised Civil 16 Statutes of Texas. Contractor may purchase all materials incorporated into 17 realty in the performance of this Contract without paying sales tax in 18 accordance with State Comptroller's Rule 3.291. CONTRACTOR will be 19 liable for payment of the limited sales and use tax if CONTRACTOR uses 20 tangible personal property in some other manner or for some other purposes 21 than that listed above, and shall pay the tax based on the price paid for the 22 tangible personal property. 23 24 In the event of changes in the work, CONTRACTOR's charges to the 25 OWNER for any material incorporated into the project in excess of the 26 quantity provided for in the Agreement will be no less than the price paid for 27 such material by the CONTRACTOR. 28 29 In order for CONTRACTOR to purchase consumable materials by issuing a 30 resale certificate in lieu of payment of sales tax: 31 32 CONTRACTOR will transfer title of consumable, but not incorporated, 33 materials to OWNER at the time and point of receipt by the 34 CONTRACTOR, and no use may be made of the materials prior to passage 35 of title. 36 37 CONTRACTOR will be paid for these materials by OWNER as soon as 38 practicable. Payment will not be made directly but considered subsidiary to 39 the pertinent bid item. CONTRACTOR's monthly pay request will state 40 that the request includes consumables that were received during the month 41 covered by the estimate. 42 43 A representative of OWNER must be notified as soon as possible of the 44 receipt of these materials so that an inspection may be made by the 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 00805 -12 1 representative. Where practical, the materials will be labeled as the property 2 of "THE CITY OF ROUND ROCK, TEXAS." 3 4 SC -6.35 5 6 Add new paragraph immediately after paragraph GC -6.34 which is to read as follows: 7 8 6.35.1 Per City of Round Rock Ordinances, a two (2) year Warranty Bond naming 9 the City of Round Rock as obligee will be required for public streets 10 constructed without lime stabilization of subgrade material when the 11 Plasticity Index of the subgrade is above 24. Warranty Bond shall remain in 12 effect for two (2) years from date of City of Round Rock acceptance of 13 improvements. Such bonds shall be from an approved surety company 14 holding a permit from the State of Texas to act as surety or other surety or 15 sureties acceptable to the Owner prior to final payment. 16 17 6.35.2 A one (1) year Warranty Bond in the amount of one hundred (100 %) percent 18 of the contract price will be required for all other improvements and shall be 19 submitted prior to final payment. Such bonds shall be from an approved 20 surety company holding a permit from the State of Texas to act as surety 21 (and acceptable according to the latest list of companies holding certificates 22 of authority from the Security of the Treasury of the United States) or other 23 surety or sureties acceptable to the Owner prior to final payment. 24 25 ARTICLE 9 - ENGINEER'S STATUS DURING CONTRUCTION 26 27 9.13.6. OWNER'S Site Representative shall have the responsibilities and authorities as 28 outlined for the Resident project Representative (RPR) per Article 9 29 30 31 ARTICLE 11 CHANGE OF CONTRACT PRICE 32 33 SC 11.9.3. 34 35 Delete paragraph 11.9.3 and substitute the following: 36 37 11.9.3. The unit price of an item of Unit Price (typical) Work shall be subject to 38 reevaluation and adjustment under the following conditions: 39 40 11.9.3.1. if the total cost of a particular item of Unit Price Work amounts to 10 percent 41 or more of the Contract Price at time of Notice of Award and the variation in 42 the quantity of that particular item of Unit Price Work performed by 43 CONTRACTOR differs by more than 15 percent from the estimated quantity 44 of such item indicated in the Agreement; and 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 00805 -13 1 2 3 ARTICLE 12 — CHANGE OF CONTRACT TIME 4 5 SC -12.3. 6 7 Add a new paragraph after paragraph GC 12.3A. which is to read as follows: 8 9 "B. Time extensions will not be granted for rain, wind, flood, or other natural phenomena 10 of normal intensity for the locality where Work is performed. For purpose of determining 11 extent of delay attributable to unusual weather phenomena, a determination shall be made 12 by comparing the weather for a minimum continuous period of at least one - fourth of the 13 Contract Time involved with the average of the preceding 5 -year climatic range during the 14 same time interval based on U.S. Weather Bureau statistics for the locality where the Work 15 is performed." 16 17 18 ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 19 20 SC -14.2. 21 22 Revise last sentence to read: 23 24 "No interest will be paid on retainage withheld. The amount of retainage held shall be 25 5 percent throughout the duration of the project." 26 27 SC - 14.8. 28 29 14.8.1. For purposes of determining substantial completion, see Section 01650. 30 31 14.8.2. If parts of the Work have been determined to be not acceptable for Substantial 32 Completion requiring additional Work by CONTRACTOR and reinspection or retesting 33 by ENGINEER, the cost of such reinspection or retesting including time, travel and living 34 expense shall be paid by CONTRACTOR to OWNER who will reimburse ENGINEER. 35 OWNER may offset said monies by deducting that amount from payments due to 36 CONTRACTOR. 37 38 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 2 3 4 5 6 SECTION 00830 PREVAILING WAGE RATES (See attached information from the State General Services Commission and the accompanying Wage Rate Determinations.) 00830 -1 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline WR1000 November 1997 , r.5CY P.v,ref a, .eryelei Aax. General Services Commission 1711 San Jacinto - P.O. Box 13047 Austin, Texas 78711 -3047 Web Site: www.gsc.state.tx.us " (512) 463-3035 CHAIRMAN N VICE-CHAIRMAN Ramiro 'Ram' Guzman COMMISSIONERS Oldie de Jas Santos Dienicio Vidal Flores, P.E. Barbera Roiling Gene Seed ExECUTIVE DIRECTOR Tom Treadway Pertinent Information to All Public Entities Using Prevailing Wage Rate Determinations Produced by the General Services Commission 1. The contracting entity awarding any contract for non - federally funded, public works construction projects (regardless of size or dollar value) shall include in bid specification documents and contract documents a prevailing wage rate determination of per diem wages for the locality in which the work is to be performed, for each craft or type of workman or mechanic needed to execute the contract. The Prevailing Wage Rate Determination is defined as (1) the Prevailing Wage Rate Determination Information sheet (document number WR1001), (2) the Prevailing Wage Rate Determination for Building Construction Trades, and (3) the Department of Labor (DOL) Heavy Highway Determination. The DOL Heavy Highway rates are to be paid to workers engaged in site work determined to be five (5) feet beyond the building, extending to the property boundary. 2. It shall be the responsibility of the contracting entity to ensure that the General Contractor posts the applicable Prevailing Wage Rate Determination in a prominent easily accessible place at the work site. 3. It shall be the responsibility of the contracting entity to ensure that not less than the posted, specified rates are paid to all classifications of workmen, mechanics and laborers employed by the General Contractor and /or Subcontractors, in the execution of their contract with the contracting entity. 4. It shall be the responsibility of the contracting entity to take cognizance of wage rate disputes and/or complaints of all violations of the provisions of Chapter 2258 Texas Government Code Title 10. 5. It shall be the responsibility of the contracting entity to address the issue of fringe benefits in the bid specification documents and contract documents. The Prevailing Wage Rate Determinations produced by the General Services Commission include fringe benefits in the total wages. The bid specification documents and contract documents need to specify whether the contracting entity is requiring that fringe benefits be paid. 6. It shall be the responsibility of the contracting entity to address the issue of the use of apprentices and their payment rate in the bid specification documents and contract documents. The rates specified in the Prevailing Wage Rate Determination produced by the General Services Commission are journeyman rates. Historically, the apprentice rate is commensurate with the experience and skill of the worker. For example, on GSC projects, apprentices are paid at a rate of not less than 60% of the journeyman's wage. Also on GSC projects, at no time shall a journeyman supervise more than one (1) apprentice. Note: The terms journeyman and apprentice apply to both union and independent workers, and are not intended to imply that these positions are union workers only. 7. Some Prevailing Wage Rate Determinations for Building Construction Trades may indicate $0.00 in the "Total Wage" column, rather than a dollar amount. In such cases, The General Services Commission did not receive sufficient survey data to tabulate a prevailing wage for this worker classification, in the specified area, and can not provide a prevailing wage rate for this classification. Where this occurs, General Contractors and Subcontractors shall not be bound to a prevailing wage rate for the classification in question. M Edna Optic:... Emya 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 General Services Commission 1711 San Jacinto - P.O. Box 13047 Austin, Texas 78711 -3047 Web Site: www.gsc.state.tx.us (512) 463-3035 Prevailing Wage Rate Determination Information CHAIRMAN Mplsonso VICE l7 N Rom o Yiam' Gomm COMMISSONERS Oldie de Ira. Samos Oianisio WIN Flores, P.E. esteem Raking Gene Snub ExECURVE DIRECTOR Toni Treadway The following information from Chapter 2258 Texas Government Code Title 10 should be included in your bid specification documents and contract documents: 2258.021. Duty of Governmental Entity to Pay Prevailing Wage Rates (a) The state or any political subdivision of the state shall pay a worker employed by it or on behalf of it: (1) not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the work is performed; and (2) not less than the general prevailing rate of per diem wages for legal holiday and overtime work. (b) Subsection (a) does not apply to maintenance work. (c) A worker is employed on a public work for the purposes of this section if the worker is employed by a contractor or subcontractor in the execution of a contract for the public work with the state, a political subdivision of the state, or any officer or public body of the state or a political subdivision of the state. 2258.023. Prevailing Wage Rates to be Paid by Contractor and Subcontractor; Penalty (a) The contractor who is awarded a contract by a public body or a subcontractor of the contractor shall pay not less than the rates determined under Section 2258.022 to a worker employed by it in the execution of the contract. (b) A contractor or subcontractor who violates this section shall pay to the state or a political subdivision of the state on whose behalf the contract is made, $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract. A public body awarding a contract shall specify this penalty in the contract. (c) A contractor or subcontractor does not violate this section if a public body awarding a contract does not determine the prevailing wage rates and specify the rates in the contract as provided by Section 2258.022. (d) The public body shall use any money collected under this section to offset the costs incurred in the administration of this chapter. (e) A municipality is entitled to collect a penalty under this section only if the municipality has a population of more than 10,000. 2258.051. Duty of Public Body to Hear Complaints and Withhold Payment A public body awarding a contract, and an agent or officer of the public body, shall: (1) take cognizance of complaints of all violations of this chapter committed in the execution of the contract; and (2) withhold money forfeited or required to be withheld under this chapter from the payments to the contractor under the contract, except that the public body may not withhold money from other than the final payment without determination by the public body that there is good cause to believe that the contractor has violated this chapter. WR1001 July 1997 An Eq.: Opportune Employer Asbestos Worker Worker who removes and disposes of asbestos materials. Carpenter Worker who builds wood structures, or structures of any material which has replaced wood. Includes rough and finish carpentry, hardware and trim. Carpet Layer/Flooring Installer Worker who installs carpet and/or floor coverings - vinyl tile. Concrete Finisher Worker who floats, trowels, and finishes concrete. Data Communication/Telecom Installer Worker who installs data/telephone and television cable and associated equipment and accessories. Drywall Installer /Ceiling Installer Worker who installs metal framed walls and ceilings, drywall coverings, ceiling grids and ceilings. Electrician Skilled craftsman who installs or repairs electrical wiring and devices. Includes fire alarm systems, and HVAC electrical controls. Elevator Mechanic Craftsman skilled in the installation and maintenance of elevators. Fire Proofing Installer Worker who sprays or applies fire proofing materials. Glazier Worker who installs glass, glazing and glass framing. Heavy Equipment Operator Includes but not limited to all Cat tractors, all derrick - powered, all power operated cranes, back hoe, back filler, power operated shovel, winch truck, all trenching machines. Insulator Worker who applies, sprays, or installs insulation. Iron Worker Skilled craftsman who erects structural steel framing and installs structural concrete Rebar. Laborer /Helper Worker qualified for only unskilled or semi - skilled work. Lifting, carrying materials and tools, hauling, digging, clean -up. Lather /Plasterer Worker who installs metal framing and lath. Worker who applies plaster to lathing and installs associated accessories. Light Equipment Operator Includes but not limited to air compressors, truck crane driver, flex plane, building elevator, form grader, concrete mixer (less than 14 cf), conveyer. Mason Craftsman who works with masonry products, stone, brick, block, or any material substituting for those materials and accessories. Metal Building Assembler Worker who assembles pre -made metal buildings. Millwright Mechanic specializing in the installation of heavy machinery, conveyance, wrenches, dock levelers, hydraulic lifts and align pumps. PainterlWall Covering Installer Worker who prepares wall surfaces and applies paint and /or wall coverings, tape and bedding. Pipefitter Trained worker who installs piping systems, chilled water piping and hot water (boiler) piping, pneumatic tubing controls, chillers, boilers, and associated mechanical equipment. Plumber Skilled craftsman who installs domestic hot and cold water piping, waste piping, storm system piping, water closets, sinks, urinals and related work. Roofer Worker who installs roofing materials, Bitumen (asphalt and cold tar), felts, fleshings, all types roofing membranes and associated products. Sheet Metal Worker Worker who installs sheet metal products. Roof metal, fleshings, and curbs, ductwork, mechanical equipment, and associated metals. Sprinkler Fitter Worker who installs fire sprinkler systems and fire protection equipment. Terrazzo Worker Craftsman who places and finishes Terrazzo. Tile Setter Worker who prepares wall and /or floor surfaces and applies ceramic tiles to these surfaces. Waterproofer /Caulker Worker who applies water proofing material to buildings. Products include sealant, caulk, sheet membrane, liquid membranes, sprayed, rolled, or brushed on. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Worker Classification Definition Sheet WLi1002 1 1 M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 GENERAL DECISION TX960043 03/15/96 TX43 General Decision Number TX960043 Superseded General Decision No. TX950043 State: TEXAS Construction Type: HEAVY HIGHWAY County(ies): BELL CORYELL TRAVIS BEXAR GUADALUPE WILLIAMSON BRAZOS HAYS COMAL MCLENNAN Heavy (excluding tunnels and dams) and Highway Construction Projects (does not include building structures in rest area projects). *NOT TO BE USED FOR WORK ON SEWAGE OR WATER TREATMENT PLANTS OR LIFT/PUMP STATIONS IN BELL, CORYELL, MCLENNAN AND WILLIAMSON COUNTIES. Modification Number Publication Date 0 03/15/1996 COUNTY(ies): BELL CORYELL TRAVIS BEXAR GUADALUPE WILLIAMSON BRAZOS HAYS COMAL MCLENNAN SUTX2042A 11/16/1991 Rates Fringes AIR TOOL OPERATOR 6.500 ASPHALT HEATER OPERATOR 6.500 ASPHALT RAKER 7.011 ASPHALT SHOVELER 6.550 BATCHING PLANT WEIGHER 8.173 BATTERBOUARD SETTER 7.700 CARPENTER 9.054 CONCRETE FINISHER - PAVING 8.600 CONCRETE FINISHER - STRUCTURES 7.903 CONCRETE RUBBER 6.740 ELECTRICIAN 13.710 FLAGGER 5.150 FORM BUILDER - STRUCTURES 8.017 FORM LINER - PAVING & CURB 7.250 FORM SETTER - PAVING & CURB 7.683 FORM SETTER - STRUCTURES 7.928 LABORER- COMMON 6.078 LABORER - UTILITY 6.852 MECHANIC 10.774 OILER 9.389 SERVICER 7.280 PAINTER - STRUCTURES 10.000 PILEDRIVER 6.600 PIPE LAYER 7.229 BLASTER 9.067 ASPHALT DISTRIBUTOR OPERATOR 7.304 ASPHALT PAVING MACHINE 7.945 BROOM OR SWEEPER OPERATOR 7.117 BULLDOZER, 150 HP & LESS 8.125 BULLDOZER, OVER 150 HP 8.593 CONCRETE PAVING CURING MACHINE 7.633 CONCRETE PAVING FINISHING MACHINE 9.067 CONCRETE PAVING GANG VIBRATOR 7.250 CONCRETE PAVING SAW 6.200 SLIPPORM MACHINE OPERATOR 8.700 CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL LESS THAN 1 'A C.Y. 8.427 CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL 1 'A C.Y. &:OVER 9.880 FOUNDATION DRILL OPERATOR. CRAWLER MOUNTED 10.475 FOUNDATION DRILL OPERATOR 10.923 TRUCK MOUNTED FRONT END LOADER 2' /Z C.Y. & LESS 7.499 FRONT END LOADER OVER 2'A C.Y. 8.255 HOIST - DOUBLE DRUM 10.750 MOTOR GRADER OPERATOR 9.657 PAVEMENT MARKING MACHINE 6.078 PLANER OPERATOR 7.250 ROLLER, STEEL WHEEL PLANT -MIX PAVEMENTS 7.083 ROLLER, STEEL WHEEL OTHER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLATWHEEL OR TAMPING 6.403 ROLLER, PNEUMATIC, SELF PROPELLED 6.433 SCRAPER -17 C.Y. & LESS 7.245 SCRAPER -OVER 17 C.Y. 7.495 SELF PROPELLED HAMMER OPERATOR 6.078 SIDE BOOM 9.000 TRACTOR - CRAWLER TYPE 7.539 TRACTOR - PNEUMATIC 6.707 TRENCHING MACHINE 6.850 WAGON- DRILL/BORING MACHINE/POST HOLE DRILLER OPERATOR 6.926 REINFORCING STEEL SETTER PAVING 8.158 REINFORCING STEEL SETTER STRUCTURES 9.062 STEEL WORKER- STRUCTURAL 9.242 SIGN ERECTOR 8.640 SPREADER BOX OPERATOR 6.541 BARRICADE SERVICER WORK ZONE 6.078 MOUNTED SIGN INSTALLER PERMANENT GROUND 6.078 TRUCK DRIVER - SINGLE AXLE LIGHT 6.493 TRUCK DRIVER - SINGLE AXLE HEAVY 6.674 TRUCK DRIVER - TANDEM AXLE SEMI- TRAILER 6.824 TRUCK DRIVER - LOWBOY/FLOAT 8.041 TRUCK DRIVER - TRANSIT MIX 6.078 WELDER 8.824 Unlisted classifications needed for work not included, within the scope of the classifications Listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5 (a) (1) (v)). In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively. bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. END OF GENERAL DECISION CLASSIFICATION Rate Health Pension Vacation Total Wage ASBESTOS WORKER 58.78 $0.00 50.00 $0.00 58.78 CARPENTER $15.52 $1.57 $0.97 $0.00 $18.06 CARPET LAYER/FLOORING INSTALLER $8.00 $0.00 $0.00 $0.00 58.00 CONCRETE FINISHER $10.27 50.00 $0.00 $0.00 $10.27 DATA COMMUNICATION/TELECOM INSTALLER 512.08 $0.76 $0.50 $0.05 $13.39 DRYWALL INSTALLER/CEILING INSTALLER $10.91 $0.00 $0.00 $0.00 510.91 ELECTRICIAN $17.44 $2.16 $1.05 51.05 $21.70 ELEVATOR MECHANIC $16.75 53.85 52.19 $1.50 $24.29 FIRE PROOFING INSTALLER $8.00 $0.00 50.00 50.00 $8.00 GLAZIER 513.60 52.24 $1.15 50.54 $17.53 HEAVY EQUIPMENT OPERATOR $10.56 $0.00 $0.00 $0.00 $10.56 INSULATOR 513.75 $1.16 $0.92 50.03 $15.86 IRON WORKER $12.18 50.00 $0.00 $0.00 $12.18 LABORER/HELPER $7.48 50.02 $0.00 $0.00 57.50 LATHER/PLASTERER 512.50 $0.00 $0.00 $0.00 $12.50 LIGHT EQUIPMENT OPERATOR $7.75 $0.00 $0.00 $0.00 $7.75 MASON $16.00 $0.00 50.00 $0.00 $16.00 METAL BUILDING ASSEMBLER $11.00 $0.62 50.00 $0.34 511.96 MILLWRIGHT $15.91 51.63 51.00 $0.00 $18.54 PAINTER/WALL COVERING INSTALLER 58.00 $0.00 $0.00 $0.00 $8.00 PIPE)^11TER $18.10 51.42 $1.80 $0.00 521.32 PLUMBER 512.68 50.00 $0.00 50.00 $12.68 ROOFER 510.00 $0.00 $0.00 $0.00 $10.00 SHEET METAL WORKER $18.40 $2.39 $2.55 $0.33 $23.67 SPRINKLER F11 1 bR $18.25 $3.40 $2.20 50.00 $23.85 TERRAZZO WORKER 50.00* 50.00 50.00 $0.00 $0.00* TILE SETTER $15.00 50.32 $0.00 50.00 $15.32 WATERPROOFER/CAULKER 510.64 50.00 $0.00 $0.00 510.64 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COUNTY NAME: WILLIAMSON PREVAILING WAGE RATE DETERMINATION BUILDING CONSTRUCTION TRADES `$0.00 in the rate field indicated insufficient data was rece'ved to determine a prevailing wage rate for this classification. Government Code Title 10, Sec. 2258.023, paragraph C state: "A contractor or subcontractor does not violate this section if a public body awarding a contract does not determine the prevailing wage rates and specify the rates in the contract as provided in Section 2258.022. ,,Property of General Services Commission, Based on 1996 Survey results) Date Printed: April 15, 1997 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 r 1 r r DIVISION 1 GENERAL REQUIREMENTS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01060 -1 i SECTION 01060 2 SPECIAL CONDITIONS 3 4 5 PART 1- GENERAL 6 7 1.01 PRECONSTRUCTION CONFERENCE 8 9 A. A preconstruction conference shall be held after award of Contract. Engineer will 10 notify the Contractor as to the date and time of the conference 1 week in advance of 11 the proposed date. Contractor's Project Manager and Project Superintendent and 12 Contractor's Subcontractor Representatives shall attend. 13 14 1.02 PROJECT SIGNS 15 16 A. Fumish and install two project signs. Signs shall be 4 FT by 8 FT in dimension and 17 shall bear name of project (City of Round Rock, West Transmission Potable Water 18 Pipeline) and name for Contractor, OWNER, and ENGINEER. 19 20 B. Submit mock - up of project sign to OWNER for approval. 21 22 C. Install in locations approved by Owner. 23 24 D. Signs not listed in this Specification permitted only upon approval of Owner. 25 26 1.03 PROJECT OFFICE 27 28 A. In view of the type of project it is understood that a project field office may or may 29 not exist. If one is established, the Contractor should provide for the following 30 equipment for correspondence: 31 1. Telephone. 32 2. Telecopy. 33 3. Mailing address. 34 35 In addition, the Contractor should assure attendance at this office or notify the 36 Engineer otherwise. 37 38 B. Regardless of the establishment of a project field office, the Contractor shall be 39 required to provide a project manager for the project to be the single point of contact 40 throughout the duration of the Contract. The Contractor's Project Manager will be 41 responsible for attending project meetings, providing timeline and cost schedule 42 updates, coordinating shop drawing review submittals, and any other coordination 43 or correspondence required for the Project. 44 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01060 -2 1 1.04 DRAWINGS AND CONTRACT DOCUMENTS FOR CONTRACTOR USE 2 3 A. Refer to General Conditions. 4 5 B. Contractor shall pick up all "no- charge" documents within 10 days from date of 6 Notice to Proceed. 7 8 C. Additional documents after "no- charge" documents will be furnished to Contractor 9 at cost. 10 11 1.05 PROJECT PHOTOGRAPHS 12 13 A. At Least once each month during construction of the Work, take progress pictures as 14 directed by Engineer. Furnish two glossy prints (approximately 3 x 5 IN) and each 15 negative, with all rights of reproduction, to Owner. Provide number of photographs 16 as follows: 17 1. Twelve photos per month. 18 19 B. Contractor shall schedule and coordinate photographer with Engineer's 20 Representative. 21 22 C. Provide a site plan key map on back of each photograph in the upper right hand 23 comer and show by arrow the subject and the direction from which the photograph 24 was taken. Date all photographs. 25 26 1.06 TESTING 27 28 A. Payment for Soil, Concrete and Other Testing: 29 1. Soils and concrete testing: The Owner will pay for "Passing" soils and 30 "Passing" concrete tests on the Project. Costs of corrective action, costs of . 31 "Failing" soils and concrete tests, and cost of testing associated with 32 establishment of mix design are the sole responsibility of the Contractor. 33 2. Other testing: Required testing, testing procedures, reports, certificates, and 34 costs associated with all phases of securing required satisfactory test information 35 which may be required by individual sections of Specifications or Drawings are 36 the full responsibility of the Contractor. 37 38 1.07 ORDER OF CONSTRUCTION AND CONSTRUCTION SCHEDULE 39 40 A. Construction operations will be scheduled to allow the Owner uninterrupted 41 operation of existing adjacent facilities. Coordinate connections with existing work 42 to ensure timely completion of interfaced items. 43 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 B. At no time shall Contractor or his employees modify operation of the existing 2 facilities or start construction modifications without approval of the Owner except 3 in emergency to prevent or minimize damage. 4 5 C. Within 10 days after award of Contract, submit for approval a critical path type 6 schedule. Account for schedule of Subcontracts. Include proper sequence of 7 construction, various crafts, purchasing time, shop drawing approval, material 8 delivery, equipment fabrication, startup, demonstration, and similar time - consuming 9 factors. Show on schedule as a minimum, earliest starting, earliest completion, 10 latest starting, latest finish, and free and total float for each task or item. Schedule to 11 provided on 11x17 size paper with minimum size 12 font for lowest level tasks. 12 13 Evaluate schedule not less than monthly. Update, correct, and rerun schedule and 14 submit to Engineer in triplicate with pay application to show rescheduling necessary 15 to reflect true job conditions. When shortening of various time intervals is 16 necessary to correct for behind schedule conditions, indicate steps to implement to 17 accomplish work in shortest schedule. Information shall be submitted to Engineer in 18 writing with revised schedule. 19 20 D. If Contractor does not take necessary action to accomplish work according to 21 schedule, he may be ordered by Owner in writing to take necessary and timely 22 action to improve work progress. Order may require increased work forces, extra 23 equipment, extra shifts or other action as necessary. Should Contractor refuse or 24 neglect to take such action authorized, under provisions of this contract, Owner may 25 take necessary actions including, but not necessarily limited to, withholding of 26 payment and termination of contract. 27 28 E. Upon receipt of approved "Work Schedule," within 10 days, submit to Engineer an 29 estimated payment schedule by each month of project duration. Include a composite 30 curve to show estimated value of work complete and stored materials less specified 31 retainage Establish key months when work will be 50, 80, 90, and 100 percent 32 complete. During the course of work, update with new composite curves at key 33 months or whenever variation is expected to be more than plus or minus 10 percent. 34 Retain original or previous composite curves as dashed curves on all updates. 35 Include a heavy plotted curve to show ACTUAL payment curve on all updates. 36 37 1.08 PROJECT MEETINGS 38 39 A. The Engineer will conduct construction meetings involving: 40 1. Contractor's project manager. 41 2. Contractor's project superintendent. 42 3. Owner's designated representative(s). 43 4. Engineer's designated representative(s). 44 5. Contractor's subcontractors as appropriate to the work in progress. 07225.040.036 01060 -3 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01060 -4 1 2 B. Meetings conducted monthly, or as needed. 3 4 C. The Engineer will take meeting notes and submit copies to participants and 5 designated recipients identified at the Preconstruction Conference. Corrections, 6 additions or deletions to the notes shall be noted and addressed at the following 7 meeting. 8 9 D. The Engineer will schedule meetings for most convenient time frame. 10 11 E. The Engineer will have available at each meeting full chronological file of all 12 previous meeting notes. 13 14 F. The Contractor shall have available at each meeting up - to - date record drawings. 15 16 1.09 SPECIAL CONSIDERATIONS 17 18 A. Contractor shall be responsible for negotiations of any waivers or alternate 19 arrangements required to enable transportation of materials to the site. 20 21 B. Contractor is required to maintain site security at each location to avoid vandalism 22 and destruction of City property. Contractor shall include in Bid proposal, the costs 23 associated with providing temporary security fencing, 6 -ft high minimum, around all 24 active work areas at each facility. Contractor shall provide security fencing/gating 25 plan to Engineer for review. 26 27 1.10 HISTORICAL AND ARCHAEOLOGICAL 28 29 A. If during the course of construction, evidence of deposits of historical or 30 archaeological interest is found, the Contractor shall cease operations affecting the 31 find and shall notify the Owner. No further disturbance of the deposits shall ensue 32 until the Contractor has been notified by the Owner that Contractor may proceed. 33 Compensation to the Contractor, if any, for lost time or changes in construction 34 resulting from the find, shall be determined in accordance with changed or extra 35 work provisions of the Contract Documents." 36 37 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline MN UM - - — all OS MN MB MI — — i— MI En M ION MI CONSTRUCTION SITE FOR WEST TRANSMISSION POTABLE WATER PIPELINE CITY OF ROUND ROCK, TEXAS HR u � ^ HDR Engineering. Inc. 'wnaiM�� PUBLIC WORKS DEPARTMENT AWARDED CONTRACTORS LOGO 8' -0" 0 m 0 O z 0 0 rn 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 01061 01061 -1 2 BID ITEMS: SCOPE OF WORK 3 4 PART 1- GENERAL 5 6 1.01 SUMMARY 7 A. Section Includes: 8 1. A description of the work included with each of the base and alternate bid 9 items. 10 2. Method of payment and schedule of values. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 17 1.02 DEFINITIONS 18 19 A. "Base Bid Items" refers to those bid items that will be included in the contract 20 without exception. 21 22 B. "Alternate Bid Items" refers to those items that will be included in the 23 contract at the Owner's discretion upon Award of the contract, except as noted 24 herein. 25 26 C. Except in the case of allowances, "Cost" refers to the total cost to the 27 OWNER for the work described, including all of direct and indirect costs 28 borne by the Contractor in conjunction with the work described, plus 29 Contractor's overhead and profit associated with the work described. In the 30 case of allowances identified on the bid form, "Cost" refers to the direct cost 31 to the Contractor of the materials or services described and shall be equal to 32 the stated allowance; "Cost" shall exclude indirect costs borne by the 33 Contractor and the Contractor's overhead and profit. 34 35 1.03 BASE BID ITEMS 36 37 A. Item 1: Base Bid to include all Work indicated on the Drawings and as specified 38 for improvements related to the 24 -IN diameter West Transmission Potable 39 Water Pipeline. 40 1. Item includes all material, labor and equipment required to complete the 41 Work indicated on the Contract Drawings and specified within the 42 Contract Documents to construct approximately 19,130 - linear feet of 43 potable water transmission linework. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01061 -2 1 2. Work shall include all environmental erosion and sedimentation controls 2 as indicated on the drawings or as specified to be performed. 3 3. Work shall include a $500 permit fee payable to the Union Pacific 4 Railroad as outlined in Section 01100. 5 6 B. Item 2: Base Bid for installing, maintaining, and removing trench and excavation 7 safety systems for the work related to Base Bid Item 1: 8 1. Item includes installing, maintaining, and removing approximately 19,130 9 linear feet of trench and excavation safety systems for the work related to 10 Base Bid Item i. 11 12 1.04 ALTERNATE BID ITEMS 13 14 A. Item 1A: Alternate Bid for providing a 30 -1N diameter pipeline in lieu of the 15 24 -IN diameter Base Bid. 16 1. Item includes all material, labor, and equipment required to complete the 17 Work identified in the Contract Documents and Drawings with a 30 -IN 18 diameter pipeline option in lieu of the 24 -IN diameter pipeline in the Base 19 Bid. 20 2. Work shall include all environmental erosion and sedimentation controls as 21 indicated on the drawings or as specified to be performed. 22 3. Work shall include a 5500 permit fee payable to the Union Pacific Railroad 23 as outlined in Section 01100. 24 4. Work shall include an and all modifications or changes in materials, means 25 and methods of construction to accommodate the 30 -inch diameter pipeline 26 to be built as indicated on the Drawings and specified herein. 27 28 B. Item 1B: Base Bid for installing, maintaining, and removing trench and 29 excavation safety systems for the work related to Base Bid Item 1A: 30 1. Item includes installing, maintaining, and removing approximately 19,130 31 linear feet of trench and excavation safety systems for the work related to 32 Base Bid Item 1A. 33 34 C. Item 2A: Alternate Bid for providing a 36 -IN diameter pipeline in lieu of the 24- 35 IN diameter Base Bid. 36 1. Item includes all material, labor, and equipment required to complete the 37 Work identified in the Contract Documents and Drawings with a 36 -IN 38 diameter pipeline option in lieu of the 24 -IN diameter pipeline in the Base 39 Bid. 40 2. Work shall include all environmental erosion and sedimentation controls as 41 indicated on the drawings or as specified to be performed. 42 3. Work shall include a $500 permit fee payable to the Union Pacific Railroad 43 as outlined in Section 01100. 44 4. Work shall include an and all modifications or changes in materials, means 45 and methods of construction to accommodate the 30 -inch diameter pipeline 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01061 -3 1 to be built as indicated on the Drawings and specified herein. 2 3 D. Item 2B: Base Bid for installing, maintaining, and removing trench and 4 excavation safety systems for the work related to Base Bid Item 2A: 5 1. Item includes installing, maintaining, and removing approximately 6 19,130 linear feet of trench and excavation safety systems for the 7 work related to Base Bid Item 2A. 8 9 1.05 SCHEDULE OF VALUES 10 11 A. Per the General Conditions, GC 2.6, Contractor will be required to provide a 12 schedule of values for all Work to performed as indicated on the Drawings 13 and so noted in the Specifications. Contractor will be required to identify all 14 costs associated with said Work. 15 1. Schedule shall provide level of detail required to pay for all items 16 indicated on the Contract Drawings and specified within the Contract 17 Documents for all Work to be performed. Engineer shall review schedule 18 and determine final level of detail for schedule such that all Work is 19 accounted for and not lumped together in such a way as to create difficulty 20 in estimating progress payments. 21 2. Following is not inclusive, but provides example of minimum level of 22 detail of items, and units of items, which will be accepted for the schedule. 23 Engineer reserves the right to add/delete /subdivide items as necessary 24 during review of preliminary schedule submitted by Contractor. 25 a. Mobilization, Lump Sum 26 b. Trench Safety System, Per Foot 27 c. Water Pipeline, Per Foot 28 d. Borings, Per Foot 29 e. Combination Air/Vacuum Release Valves, Each 30 f. Fire Hydrants, Each 31 g. Main -line Valve, Each 32 h. FM3406 Interconnect, Lump Sum 33 i. Wyoming Springs Interconnect, Lump Sum 34 j. Erosion Control, Per Foot 35 k. Traffic Control — Wyoming Springs Rd., Lump Sum 36 1. Landscaping - Wyoming Springs Rd., Lump Sum 37 m. Pressure Testing, Lump Sum 38 3. Mobilization costs associated with the Work shall not exceed 5 percent of 39 total costs. 40 41 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 2 3 4 5 6 7 8 I 9 10 11 12 13 14 I 15 16 17 18 19 20 I 21 22 23 I 24 25 26 I 27 28 29 30 31 32 I 33 34 35 I 36 37 38 I 39 40 41 I 42 43 44 1 45 1 1 PART 1 - GENERAL 1.01 SUMMARY A. General 1. Section Addresses: a. Regulatory Compliance. 1.02 REGULATORY COMPLIANCE SECTION 01100 PERMIT REQUIREMENTS 01100 -1 A. Federal/State Compliance 1. Owner will obtain the necessary Federal and State Approvals. This project is anticipated to be constructed in accordance with U.S. Army Corps of Engineers (USCE) Nationwide Permit (NWP). Permit will be provided upon Owner's receipt from USCE and all general and special conditions of this permit will apply to construction activities. The Contractor shall comply with all provisions contained in the permit during the entire construction period. The Contractor shall contact the local USCE office at least 10 days prior to commencement of construction activities. 2. Contractor shall be responsible for procuring and adhering to a NPDES General Permit for Storm Water Discharges From Construction Activities. Obtain permit through the Texas Pollution Discharge Elimination System (TPDES) program and comply with all permit requirements. TPDES contact is Steve Ligon (512) 239 -4527. 3. Project is being reviewed by Texas Department of Fish & Wildlife Services for compliance with regulatory issues within their jurisdiction. Permits are not granted for work, but additional conditions may be placed upon inspection of voids and any endangered species which may be encountered. Owner will provide notification of TDF &WS review upon receipt of any correspondence from the Agency. 4. Project permits for crossing of Texas Department of Transportation jurisdictional roadways are attached. 5. Project permit for crossing the Union Pacific Railroad Company right -of -way is attached. B. Local Compliance 1. The Contractor shall procure all required local permits and licenses, pay the charges and fees, and give all notices necessary and incidental to the due and lawful execution of the work. 07225.040.036 City of Round Rock October 1999 West Transmission Potable Water Pipeline 01100 -2 1 1.03 REFERENCES 2 3 A. NWP 12 Utility Line Backfill and Bedding. 4 5 6 PART 2 - PRODUCTS: NOT USED 7 8 9 PART 3- EXECUTION 10 11 3.01 SITE SPECIFIC GENERAL CONDITIONS 12 13 A. Permit Compliance 14 1. Compliance is not limited to the following site - specific general and special 15 conditions. The Contractor shall become familiar with all provisions of the 16 applicable permits /easements and conduct construction activities accordingly. 17 2. In the event of a conflict between this specification and the conditions of the 18 actual permits/easements, the more stringent conditions of this specification 19 shall govern. Notify the Owner immediately should additional clarification be 20 required pertaining to any condition of this specification with regard to a 21 permit/easement condition. 22 3. Contractor is required to comply with the provisions of the Texas Department 23 of Transportation permit attached for crossing of RR620. 24 4. Contractor is required to comply with the provisions of the Union Pacific 25 Railroad Company permit attached for crossing right -of -way. Contractor is 26 responsible for filing the "entry agreement" and fee associated with said 27 agreement. 28 29 B. General Conditions 30 1. NWP 12 will regulate all construction activities within USCE Section 404 31 jurisdictional areas (wetlands). 32 2. Avoid previously recorded cultural resource sites in the vicinity of the work 33 areas. Do not drive over, excavate in, stockpile on, or remove artifacts from 34 cultural resource sites on record with the USCE and Texas Historic 35 Commission (THC). Notify the Owner immediately upon discovery of any 36 prehistoric artifacts or archeological remains. 37 3. Avoid environmentally sensitive areas and endangered species habitats. 38 4. Allow access to the work areas at all times by regulatory and cultural resource 39 agency representatives. 40 5. Water bodies that support commercial or recreational navigation shall be 41 suitably marked for safety during the construction period. 42 6. Minimize area disturbed to the greatest extent possible during construction of 43 the pipeline. Restore existing contours so as to replicate the natural 44 elevations/profile prior to construction activities. 07225.040.036 City of Round Rock October 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7. Fill materials shall be restricted to native soils obtained from within the work 2 area and bedding materials such as imported concrete, sand, gravel, rock or 3 other soil materials. All imported materials shall be of suitable quality and 4 free of toxic pollutants. 5 8. Excess material resulting from trench excavation, drilling/tunneling, 6 construction shafts, boring pits, etc. may not be disposed of in jurisdictional 7 areas, including but not limited to wetlands, river /streams, sensitive habitat, or 8 within known cultural resource sites. Dispose of excess material only in 9 suitable upland sites. 10 11 3.02 SITE SPECIFIC SPECIAL CONDITIONS 12 13 A. Construction Constraints 14 1. Comply with all permits and provisions set forth in permits. 15 2. If any recharge features or subterranean voids with diameters of 16- inches 16 or more are discovered, construction activities will cease within a radius of 17 100 -feet of area until the void can be evaluated by Owner. Contractor 18 must cover void with a 4 -mil polyethylene tarp to protect it from drying 19 and sediments falling into the void. No construction personnel or anyone 20 other than appointed by the Owner should enter or approach the void. 21 22 B. Upland Open Cut Trenching 23 1. Comply with NWP 12. 24 2. Confine all work within the designated right -of -way. 25 3. Where double ditching technique is required, excavate, separate and 26 stockpile topsoil during trenching 27 28 C. Bank Stabilization 29 1. Comply with NWP 12. 30 2. Employ erosion preventative measures at river /stream banks, as soon as 31 possible, to allow natural vegetative cover to re- establish. Maintain 32 preconstruction contours. 33 3. No material shall be placed in any aquatic site, wetlands, or in a manner so 34 as to impair surface water flow into or out of any wetland area. 35 4. No material shall be placed in a manner that will be eroded by normal 36 expected high flows. 37 38 END OF SECTION 39 07225.040.036 01100 -3 City of Round Rock October 1999 West Transmission Potable Water Pipeline R. D. Uhrid, Assistant Vice President J. A. Anthony Director - Contracts D. D. Brown Director -Real Estate M. W. Casey General Director- Special Properties J. P. Gade Director - Facility Management To the Contractor: UNION PACIFIC RAILROAD COMPANY Real Estate Department 1800 Famam Street Omaha, Nebraska 68102 Fax (402) 997 -3601 November 2, 1999 Folder No: 01823 -55 J. L Hawkins Director - Operations Support M. E. Heenan Director - Administration & Budgets D. H. Lightwine Director -Real Estate T. K. Love Director -Real Estate Before the Railroad Company can permit you to perform work on its right of way for the installation of pipeline crossing for ROUND ROCK, CITY OF, it will be necessary to complete the enclosed Contractor's Right of Entry Agreement as follows: 1- Fill in the complete legal name of the contractor in the space provided on Page 1 of the Contractor's Right of Entry Agreement. If a corporation, give the state of incorporation. If a partnership, give the names of all partners. 2. Fill in the date construction will begin and be completed in Article VI, Paragraph A. 3. Fill in the name of the contractor in the space provided in the signature block at the end of the Contractor's Right of Entry Agreement. If the contractor is a corporation, the person signing on its behalf must be an elected corporate officer. 4. Return all copies of the Contractor's Right of Entry Agreement, together with your Certificate of Insurance, identifying Folder No. 01823 -55, as required in Exhibit B -1, in the attached self - addressed envelope. 5. Check, with Folder No. 01823 -55 written on the front, made payable to the Union Pacific Railroad Company in the amount of FIVE HUNDRED DOLLARS ($500.00). If you require formal billing, you may consider this letter as a formal bill. In compliance with the Internal Revenue Service's new policy regarding their Form 1099, I certify that 94-6001323 is the Railroad Company's correct Federal Taxpayer Identification Number and that Union Pacific Railroad Company is doing business as a corporation. Under Exhibit B -1 of the enclosed Contractor's Right of Entry Agreement, you are required to procure Railroad Protective Liability Insurance (RPLI) for the duration of this project. As a service to you, Union Pacific is making this coverage available to you at the rate specified on the attached Insurance Application Form. You are not required to purchase this coverage from the Railroad and are encouraged to shop the market for the best available rate. If you decide, however, that acquiring this coverage from the Railroad is of benefit to you, simply complete the form and follow the instructions at the bottom. After approval of the Contractor's Right of Entry Agreement and the Insurance Certificate, your fully- executed document will be returned to you, with instructions to proceed. In no event should you begin work until you have received a copy of the signed Contractor's Right of Entry Agreement. If you have any questions, please contact me at (402) 997 -3623. Yours truly, Mary Gross Contracts Representative PL X&E ROE 940201 Form Approved, AVP -Law THIS AGREEMENT is made and entered into as of the day of' 19 by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, (hereinafter the "Railroad ") and a corporation/partnership, whose address is (hereinafter the "Contractor"). RECITALS: The Contractor has been employed by ROUND ROCK, CITY OF for the purpose of constructing (hereinafter "work") only a 36" potable water pipeline crossing on and across property of the Railroad at or near Mile Post 163.83, Austin Subdivision, near Round Rock, Williamson County, Texas. The Contractor has requested the Railroad to permit it to perform the work and Railroad is agreeable thereto, subject to the following terms and conditions. AGREEMENT: CONTRACTOR'S RIGHT OF ENTRY AGREEMENT Folder No: 01823 -55 NOW, THEREFORE, it is mutually agreed by and between the Railroad and Contractor, as follows: Article L DEFINITION OF CONTRACTOR. For purposes of this Agreement, all references in this Agreement to the Contractor shall include the Contractor's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority. Article II. RIGHT GRANTED; PURPOSE. The Railroad hereby grants to the Contractor the right, during the term hereinafter stated and upon and subject to each and all of the terms, provisions and conditions herein contained, to enter upon and have ingress to and egress from the property described in the Recitals hereof and as shown on the attached print dated November 1, 1999, marked Exhibit A, for the purpose of performing the work described in the Recitals above. The right herein granted to Contractor is limited to those portions of the Railroad's property specifically described herein, or designated by the Railroad representative named in Article V. Article 111 TERMS AND CONDITIONS CONTAINED IN EXHIBITS B AND B-1. The terms and conditions contained in Exhibits B and B -1, hereto attached, are hereby made a part of this Agreement. Article IV. ADMINISTRATIVE FEE. Applicant shall pay to the Railroad FIVE HUNDRED DOLLARS (S500.00) as reimbursement for clerical, administrative and handling expense in connection with the processing of this Agreement. Article V. ALL EXPENSES TO BE BORNE BY CONTRACTOR; RAILROAD REPRESENTATIVE. The Contractor shall bear any and all costs and expenses associated with any work performed by the Contractor, or any costs or expenses incurred by the Railroad relating to this Agreement. All work performed by Contractor on Railroad's property shall be performed in a manner satisfactory to the respective local Superintendent of Transportation Services of the Railroad or his authorized representative (hereinafter the "Railroad Representative "). Article VL TERM: TERMINATION. A The grant of right herein made to Contractor shall commence on and continue until , unless sooner terminated as herein provided, or at such time as Contractor has completed its work on Railroad's property, whichever is earlier. Contractor agrees to notify the Railroad Representative in writing when it has completed its work on Railroad property. B. This Agreement may be terminated by either party on ten (10) days' written notice to the other party. Article VIL CERTIFICATE OF INSURANCE. A Before commencing any work, the Contractor will provide the Railroad with a Certificate, identifying Folder No. 01823 -55, issued by its insurance carrier providing the insurance coverage required pursuant to Exhibit B -1 of this Agreement in a policy which contains the following type of endorsement. UNION PACIFIC RAILROAD COMPANY is named as additional insured with respect to all liabilities arising out of Insured's, as Contractor, performance of any work on the property of the Railroad. B. Contractor warrants that this Agreement has been thoroughly reviewed by its insurance agent(s)/broker(s) and that said agent(s)/broker(s) has been instructed to procure insurance coverage and an endorsement as required herein. C. All insurance correspondence shall be directed to: Folder No. 01823 -55, Union Pacific Railroad Company, Real Estate Department, 1800 Farnam Street, Omaha, Nebraska 68102. Article VIII. CHOICE OF FORUM. Litigation arising out of or connected with this Agreement may be instituted and maintained in the courts of the States of Nebraska and Texas only, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation, in those courts, and consent to service of process issued by such courts. IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate as of the date first herein written. WITNESS UNION PACIFIC RAILROAD COMPANY By Contracts Representative (Contractor Name) X By Title PLACE ARROW INDICATING NORTH OIREL+' RELATIVE TO CROSSING a t e ' 4 NO SCALE 1 Note: • SET 1,500 T. (SEE NOTE 3 1 5) 11,•1,FC('Mw ow TRwCM (01050)05 FIRED OBJECT) (SEE NOTE 61 IOISTA.ICE ALONG 1N0CA FROM SECTION LINE 5X0551041 38 FT. Casing CASING (NOTE. THIS DIMENSION EOUIREO IN ALL CASES. 10 NS 0 N SIA NOT UL SECTIONS. DISTANCE 0 1(0 10 w LEGwI VET LADE 15 AE4up50) 2 0 extends 59 FT. I _ T (..s FT IN.) (20 FT. HAT.) CASING PI1E NOTE .1 • IS Fl. I - � ENCASED NON - FLAMMABLE PIPELINE CROSSING 169Fr. NOTE: ALL AVAILABLE DIMENSIONS MUST BE FILLED IN TO PROCESS THIS APPLICATION. CARRIER PIPE 11 IS PIPELINE CROSSING WITHIN DEDICATED STREET ?___YESI %101 3) IF YES. NAME OF STREET McNeil Rd. /CR 171 I) DISTRIBUTION LINE OR TRANSMISSION LINE X :) CARRIER PIPE • Potable water COMMODITY TO BE CONVEYED P OPERATING PRESSURE 1 5 [1 PSI /a) 1F dm Ole WALL THICKNESS v iOIAMETER.�IOV ,MATERIAL X ,(0.1 CASING PIPE . C ' varies „specificati �T WALL THICKNESS .6 ,DIAMETER ,MATERIAL , NOTE •CASING MUST HAVE 2' CLEARANCE BETWEEN GREATEST OUTSIDE DIAMETER OF CARRIER PIPE AND INTERIOR DIAMETER OF CASING PIPE. WHEN FURNISHING DIMENSIONS. GIVE OUTSIDE OF CARRIER PIPE AND INSIDE OF CASING PIPE. FT METHOD OF INSTALLING CASING PIPE UNDER TRACK(S). X OR'( BORE AND JACK (WET BORE NOT PERMITTED) M _ TUNNEL ;OTHER G) WILL CONSTRUCTION BE BY AN OUTSIDE CONTRACTOR? X YES, NO, H) DISTANCE FROM CENTER LINE OF TRACK TO NEAR FACE OF BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES TO TRACK 657101' i) APPLICANT HAS CONTACTED 1-800- 336 -9193. 130 NINA U. P. COMMUNICATION OEPARTI4ENT. AND HAS DETERMINED FIBER OPTIC A E WORK TOBEPERFORMEO . TICKET �OES NOT 1� OF 4 - , 3 6 6 . MP 100 FT. (5EE SATE 3 1 5) 4 D. • • (ANGLE Or 50055100) Note: outspde of R1 R/W on each side. 100055 98 FT. to T. (3 FT. MID.) j ^'ENG ` SO FT. 30' trestl MESCRIBE 0 OBJECT) Bridge No. 163.8 SOFT. EXHIBIT "A" MAW 66666 an. FORM DR- 2404 -9 REV. 10-10 -97 1 RR•5 (UV TO Round Roc, 1030E51 A.P. Tp.1 Track dimensi ns are based on ICC statio ing. THICKNESS .3125' .3759' .4375' .5625' .6250 1/4• 5/16' 3/6' 7/16• 1/2' 9/16• 5/8• OVER 48' APPROVED 1 NOTE. THIS FOR SMOOTH PIPES 0115 STRENGTH OF STEEL CASING WALL II THICKNESS CHART MINIMUM DIAMETER OF CASING PIPE 12 OR LES' OVER 12• -lE OVER 22• -2 OVER 28 .3. 0 OVER 34• OVER 44•-4 OvE7E 42' -4E MUST BE T R.R. CO. CHART IS orc STEEL 0551N( IMIMUM TIEL 35.660 PSI FORMULA TO FIGURE CASING 1 LENGTH WITH ANGLE OF CROSSING OTHER THAN 90 3uIFT. 8 .01E0 • . (CASING LENGTH MEIN MEASURES ALONG PIPELINE.) 11 ALL HORIZONTAL DISTANCES TO BE MEASURED al 5(0041 MULES FROM( or TRACK. 21 CASING TO EXTEND RE1010 Wet OF TRACK AT X11101 A1dE5 TIE GREATER OF 20 - 25 FT.. CM 3o FT.. AGO SETOO LIMIT OF MILANO RIOT -6-007 IF NECESSARY TO PROI00 PIER LENGTH MIME OF TRACE. 3. RIHIM M 650 570( 11E OO 6 AM RAILROAD 0IIOCE. 5. OF AM CULVERT. OR FIRM Art 50(1[41.0 AKA. AI 51GN0L NEPIESENTA1IVE NOT RE RESENT CUOMO INSTALLATION IF RAILROAD 5IOAL5 ARE 1N TK VICINITT OF CROSSING. S• 0100X811! FIRED OBJECTS INCLUDE. 50(YU.L5 OF O11WE1. 5. OF MAO CROSS5105 4 ONEME10 41051015 .GIVE 1610 ANS). O. 0104(015. 61 5051NG ANG CARRIER PIPE NAT RE PLACED 0 010111VI 6 2 FEET 0ELO. OE (AMINO FIBER OPTIC CABLE. N4 (00000TIOI IEDU(1E5 011010 5 FEET OF PIE EXISTING FINN OPTIC CABLE MU57 BE HAND 010. O. SIN I/1✓t(o/I PACIFIC RAILROAD CO. AuSi 055 1N ALL OCCASIONS. u. P. CON5MIC*TI0N5 OEPMT411i MIST OE CONIACTE0 IN AG0A•(E 6 PAN 050 TO OE0E1M11E ER151E.CE A•O LOCATI.. 6 FIBER OPTIC GABLE. PVOE • I- 4i -33C -9155 B MIN. DIS (,GTE TI 1 1 1 1 1 1 1 1 1 M.P 163.43 E.S. g`9tr +3 EN P fe1.'n CROSSING A1 •\rl u�c7 1 Roc� ( Xr E• CIfy 4 A90 /dn� /Pnc''4 RR FILE NO /8"c9A-5 0 DATE I - -9i 1 0 9 9 04 ) 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 UTILITIES X @ E ROE 990701 Fens Approved. AVP-Law Section 1. NOTICE OF COMMENCEMENT OF WORK - FLAGGING. The Contactor agrees to notify the Railroad Representative at least 48 hours in advance of Contractor commencing its work and at least 24 hours in advance of proposed performance of any work by the Contactor in which an/pawn or equipment will be within 25 feet ofa any track, or will be near enough toanytmdk that any equipment =tension ( suchas, bitrotlimitedto, acran eboom)wilreachtowithin25Suitofanytra& Upon receipt of such notice. the Railroad Representative will determine and inform the Contractor whether a flagman need be present and %tether the Contractor need implement any special protective a safely measures. Zany flagmen a other special protective or safety measures are pafwmod by the Railroad, such services will be provided at Contractor's expense with the understanding that if the Railroad provides any flagging or other services the Contactor shall not be relieved of any of its responsibilities or liabilities set forth herein. Section 2. NOINTERFERENCE WTTFIRAX.ROAD'S OPERATION. No work performed by Contractor shall cause any ioteife once with the content, continuous and uninterrupteduse other trans pmpaty and facilities of eRailroaditslessees, licenseesor other, tmlessspecifical lypesmittedunder thisagreement ,orspecificallyautharimdmadvance by the Railroad Represent:dive Nothing shall be done or suffered to be done by the Contactor at any time that would in any manner impair the safety thereof When not in use, Contractor's machinery and materials shall be kept at least 50 feet from the centerline ofRaihoad's sweat track, and there shall be no vehicular crossings ofRaiiroad's trade except at existing open public crossings. Section 3. MECHANIC'S LIENS. EDIT B TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT The Contractor shalt pay in full all passers who perform labor or provide materials for the work to be performed by Coahactae The Contractor shall not cede, permit or safer any mechanic's or meterialmms liens of any kind or mare to be acted or enforced against any property of the Railroad for any such work performed The Contactor shall indemnify and hold harmless the Railroad from and against any and all liens, claims, demands, cots or exposes ofwhat xcer mane in any way connected with or growing ant of such work done, Libre performed, or materials furnished. Section 4. PROTECTION OF FIBER OPTIC CABLE SYSTEMS. a). Fiber optic cable systems may be buried on the Railroad's property. Protection of the fiber optic cable systems is of etme me importance since any break could disrupt service to uses resulting in business interruption and loss of revenue and profits. Contractor shall telephone the Railroad at 1400 - 336-9193 to determine if fiber optic cable is buried anywbee on the Railroad's premises to be used by the Contractor. flit is, Cow will telephone the telecommunications company(ies) involved, arrange fora cable locator, make arangemeaffi for relocation or other protection other fibs optic cable, all at Contractor's expects:, and will commence no oak on right of way until all such protection or relocation has been aernmplished b). In addition to other tiideumity provisions in this Agreaaot, the Contactor shall indemnify and bold the Railroad harmless fronts)" against all costs, liability and expense whaessew (=lading, wither limitation, attorneys' fees, court costs and expenses) arising out of any act or emission of the Contactor, its conttactre, agents and/a employes, that causes or contributes to (1) any damage to or destruction of any telecomomnicatatas system on Railroad's property, and/or (2) any injury to or death of any pence employed by or on belialfalley tzlxawwonicaticis company, ad/or its conhacto, agents and/or employers, on Ralroad's property. Contractor shall not have or seek seromse against Railroad for any claim or caiae of action for alleged loss of profits or revenue or loss of service or other consequential damage to a teleconmEnsication cony using Ralroad's property or a customer or user of services of the fiber optic cable on Railroad's property. Section 5. COMP W1THLAWS. In the prosecution of the work covered by this agtemmt, the Contactor shall secure any and all necessary permits and shall comply with all applicable federal, sate and local laws, regulations and enactments affecting the week. The Contractor shall use only sues methods as are consistent with safely, both as concerns the Contractor, the Contractor's agents and employes, the offices, agents, employees and property of the Railroad and the public in general. The Contractor (without limiting the generality of the foregoing) shall comply with all applicable Mate and Metal ocwpatimal safely and health acts and regulations. All Federal Railroad Administration regulations shall be followed when wok is performed on the Railroad's property. If any failure by the Contractor to comply with any such laws, regulations, and enactments, shall rash in any fine, penalty, coat or charge being assessed, imposed or charged against the Railroad, the Contractor shall reimburse Mod indemnify the Railroad for any aieh flue, penalty, cost, re charge, includingwithaut limitation attorneys' fees, court costs and expenses. The Contractor further agrees in the event deny melt action, upon notice thereof being provided by the Rail road, to defend such action fie of cast, charge, or expense to the Railroad Page 1 of 4 Exhibit B T rrlLrnEs X do E ROE 990701 F® Approved, AVP.Lew Section6. SAFETYINSTRUCfIONS. Shy of personnel, 1 y. rail operations and the public is of paramount importance in the prosecution of the work pursuant to this agreement As reinforcement and in furtherance of overall safety measures to be observed by the Contactor (and not by way of limiasGan), the following special safety rules shall be followed: a). The Contactor shall keep the job site free from safety and health hazards and assure that its employees ate competent and adequately trained in all safety and health aspects of the job. The Cow shall have proper first aid supplies available on the job site so that prompt first aid services can be provided to any person that may injured on the job site. The Contractor shall promptly notify the Railroad of any A.S.Occupational Safety BeetHeabh Administration tepocethle injuries reaming to any pelson that may =se dining the work performed on the job site The Contractor shall have a non- delegable duty to control its employes, while they are on the job site or any other property of the Railroad to be certain they do not use, be under the influence of or have in their possession any alcoholic beverage, drug, narcotic or other sabatance that may inhibit the safe performance of wan by the employee. b). The employees of the Contactor shall be suitably dressed to perform their duties safely and in a mnner that will not interfere with their vision, hearing or free use of their hands or feet Only waist length shirts with sleeves and Masers that cover the entire leg ate to be was hf flare legged trousers are worn, the trouser bottoms must be tied to puevent cathirg. The employees should we atndyand protective work boots and at least the following protective equipment c). All heavy equipment provided or leased by the Contractor shall be equipped with audible backup warning devices. Win the opinion of the Railroad Representative any of Contractor's or any of its subcm traca:at equipment is unsafe for use on the Railroads right-of-way, the Contracts., at the request of the Railroad Representative, shall remove such equipment Bum the Railroads right-of-way. Samson 7. R1Dllf1 Y. (1) Protective head gear that mats American Naticoal Standard-289.1-latest revision. It is suggested that all hardhets be affixed with Contractors or subcontractors company logo or name. (2) Eye protection that meets American National Standard for occupational and edur tonal eye and face protection, 287.1- latest revision. Additional eye protection must be provided to mat specific job situations such as welding, grinding, burning, eta.; and (3) Hearing protection which affords enough attenuation to give protection from noise levels that will be ramming on the job site. a). As used in this Section, 'Railroad' incbtdes other railroad dies using the Railroad's property at or near the laced= ofthe Cmhadres installation and their officers, agents, and employees; " Lae includes lass, damage, claims, demands, actions, causes of action, patellae; costs, and expenses of whatsoever noose, including court costs sad attorneys' fees, which may result fee®: (a) injury to or death of persons whomsoever (including the Railroads offices, agents, and employees, the Contadca's offices, agents, and employees, as well as any other pawn); and/or (b) damage to or loss or destruction of property whatsoever (including Camara property, damage to the roadbed, tracks, equipment, en other property of the Railroad, or property in its care or custody). b). As a major inducement and in consideration of the license and penoission herein granted, the Contactor agrees to indemnify and hold harmlesstbe Railroad from anyLoas which is due to or arises from any cause and is associated in whole or in pmt with the worn pedo ned under this agreement, a breach of the agreement or the faille to observe the health and safety provisions herein, or any activity, omicron or negligence uniting out of pertotmanceor a ®peffosmance of this agreement However, the Cow shall not iodenmi ity the Railroad when the Loss iscaused byte sole negligence of the Railroad. c). The Contractor shall maintain whatever insurance coverage is necessary to adequatelyundawzite its general and contractual liability uncle the terms of this Agreement Section 8. RESTORATION OF PROPERTY. In the event the Railroad authorizes the Cofactor to lake down any fens of the Railroad or in any manner move or disturb any of the other property of the Railroad in emonearon with the wen to be pertained by Contacts, than in that event the Contractor shall, as soon as po®ble and at Contractors sole expense, restore such fence and other property to to same condition as the same woe in before such fence was taken down or such other property was moved or disturbed. Page 2 of Esblbit B =arms X & E ROE990701 Pam Approved. AVP-Law Section 9 WAIVER OF BREACH. The waiver by the Raikoad of the breech of any condition, covenant or agreement herein contained to be kept, observed and paf®ed by the Contractor shall in no way impair the right of the Railroad to avail itself of any remedy for any subsequent breach thereof Section 10. ASSIGNMENT - SUBCONTRACTING. The Contactor shall not assign, sublet or subcontract this agreement on any interest therein, without the written consent of the Railroad and any attempt to so assign, sublet or subcontract without the written consent of the Railroad shall be void. If the Railroad gives the Contactor permission to aubctdmd all or any portion of the work herein described, the Contractor is and shall remain respcawble for all west of subcontractors and all wort of subcontractors shall be governed by the toms of this agreement Page of EadnietB 'WENS MOM Mat his "PeeAppevrt,AVW.Io D MIT &l d&Uy Afirwarilid [IWiVee barroom Requiremenb G: \SHAREVnSULA 1C QIOEINSY.EXB tare 4 oft 1 1 1 1 1 d. Qmtiolor oR.dBs own sole con cmd expense. moose the fallowing kinds dYauvx +®dPeamPtlypay when due all pv®aosis that iownanee. The following insurance MGR be kept in 1011:11 during the life of this Agreement 1/. agegibigigljeglyrinsuranmemovidingkadOyinazy.haduckgdeath.persamilkarryteacipopenydrmagecoserage w i t h a n d on* ion d at Isom SUA00.000 mode omareace a din and a gonad aggregate limn of at least 3:000.010. ibis insurance shodproddeBroadFarmCawiaahulIiei�lrcowering theiod�ypradsionsmominedintMa Aegrsenmt. fbdergmodN®ard AodumeComp u sdOperrtims wihproducbeoompleddaperationaggregate of at least 3 , 3$000.010. asepaab general 'mangoes far the probe 050 Farm CG 35 03 ep equivalent/. Brood Farm Property Damage. aeveralllyd fires, and name Raikoad as an additional. inured with respect to all iab0ifas raising aut d Caihoctat's dligatmbRaboadiotheAgreement - Coverage pact:end an cla m roads fomlshoBpeaddnbr Minot a three p /yeas 1 eeie sled reporting or discovery period if Cal the coverage in changed knee a claims made form to an occurrence fora, tb dumb a braselcanceaction d covaray% ar (3) Ore succeeding claims made policy retroactive dote is Miner* kayo the wastes►- 21. f inaiscsice tea g bodayiniury antprep erlydamagelathaaombird denial/meal at bait ' $1.000.100 wide ocaeshence ar claim_ This incur ma►ei provide omha:tad liability byeadorsemerd1S0 Penn n GOD 25 arequtdetowerigd Ms equipmettodmedsotRemybeexch r d e d 1 from guard Bolcl ty insurance. aeverabilility of interests and arse Roiboad on an additional inured wtlh reaped to on lieb0itia afrtog ad el Cmhaaoe'a obligation to Rairaaito thsAgreemeot. 3/. WANEXCINGEIMMall beuress ecovadegthestamen,Oaklityasdst rmbsdbytheoompesedian kesdt >reMami aRec edbl :amdFmspkryerdfiabiity. Also conpliamewihaQ know cinc eswtichrequirepaOripatlorrkrtid dote wwbert eamperaallaa hand. 4R agykagaygmsiggliaggy mnaaoee naming Railroad and any railroad °peraing owe Oa nodes as assured with a combine' neje limit di2.Og0. 000peraccurrencswleha *6A00A00aggregate. The policy form Mal beAAR.AASlinpwdh broad bum coverage fer I Phyaied Damage to Property OSO Fenn GL OD 300 was revised 15Ooma non CG 0035) and incluctepollulion arising out of tub and lubricants brought to the lob site (ISO Farm CG 28 31 or equivalent). 1 the Uoyde Imdoepa0gr form bused, limits shalt be 23000.000 per aoome nce with a38 1000.000 aggregate and the Extended Claims Made Dad shall be determined by adding the length of the original policy period plus ase year bthepi- yespirationdots ki The Canada' hereby zglysijimIghtigjadligggligo, as respells the above insurance p r /. ageing Railroad for' poymeott 'aide m a anhahalf of employees of Contractor or its agents cad for loss of its owned or leased property or property seder ire sae, custody rind csrtrol while on ar near Railroads rigxtaf way a other real property. Contractor's insurance slag licepimays3h respect b any insurance carried by Railroad ' ▪ Conh dal aris eertifieaMSsldisunaceew gther equir edcoverageaadendaaneot (sl aaduprn e request a angled duplicate adgtrhal d arty of those pc icies. The insurance compair(les) issuing such OMAN) ihofi noiiy Eblhaad intuiting d Cif material alleratian including my change to the retroactive dad in any 'claims-made' policies a' esulistanticdreduotion of aggregate Oman. R such limas apply a concellallm thereof at least thirty (30) days prior therein. ail. Theinssatas adLcyios) dhcdlbewritenbyareputableisuanceconpatyarcompmiiesaecoptahteto Railroad w ith a =neat Beds Insurance Guide Rating d 8 ad Class VS or better. Such insu ahem company shall be authorised to transact business babe Mite(s) erected by this Agreement. 1 Exhibit B-t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Notice of Proposed Installation Utility Line on Non - Controlled Access Highway a ..iv e .. m , Form 1023 (Rev.9 -93) (Previous version(s) are obsolete.) To the Texas Transportation Commission c/o District Engineer Texas Department of Transportation Austin Texas Formal notice is hereby given that City of Round Rock. Texas Company proposes to place a 24 30 or 36 -inch diameter potable water line within the right -of -way of RR 620 in Williamson County, Texas as follows: (give location, length, general design, etc.) Approximately 3.5 -miles East of Interstate Highway 35 in Round Rock, Texas along RR620. Proposed pipeline will cross underneath RR620, beginning and ending in private right -of -way, and extending approximately 151 -1f. Materials of construction for casing pipe will be ASTM Grade Steel and carrier pipe will be AWWA approved Ductile Iron Pipe_ The line will be constructed and maintained on the highway right -of -way as shown on the attached drawing and in accordance with the rules, regulations, and policies of the Texas Department of Transportation ( TxDOT), and all governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and the "Federal Historic Preservation Act." Upon request by TxDOT, proof of compliance with all governing laws, rules, and regulations will be submitted to TxDOT before commencement of construction. Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions." Our firm will insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation. The location and description of the proposed line and appurtenances is more fully shown by two relevant sets of drawings attached to this notice. Construction of this line will begin on or after the 1st day of December By (Print) Steven Miller PE Signature Title Date blttcl By signing below, I certify that 1 am authorized to represent the Firm listed below, and that the Firm agrees to the conditions/provisions included in this permit. Firm City of Round Rock, Texas Utilities Engineer Address 2008 Enterprise Drive Round Rock, Texas 78664 Phone No. 512- 218 -5555 1999 Form 1023 (Rev. 09 -93) (Previous Versions Obsolete) APPROVAL To: CITY OF ROUND ROCK Hwy. No. FM 620 Beg.RM 550 Offset —730' EndRM Offset Maintenance Section No. 011 2008 ENTERPRIZE DRIVE WILLIAMSON County ROUND ROCK, TX. 78664 Date OCTOBER 18 1999 PERMIT NO. 011 --99- 01635 —DP The Texas Department of Transportation ( TxDOT) offers no objection to the lo4tion 6h the right- of -wapof ydur prepdsed BORE WITH 24" WATER line as shown by accompanying drawings And notice dated 10/11/99 exce pt as noted below. It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. You are requested to notify this office prior to commencement of any routine of periodic maintenance which requires pruning of trees within the highway right -of -way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. • General Special Provisions: SEE ATTACHED SHEETS OF SPECIAL PERMIT PROVISIONS. SPECIAL ATTENTION TO "BORING AND TUNNELING ". • Revegetation Special Prov sinns: In order to minimize erosion and sedimentation resulting from the proposed installation, the project area will be revegetated Min accordance with TxDOT's Standard Specification Item 164 which specifies the appropriate grass seed mix to be used, or ❑ as indicated on the attachment. Please notify MARK R. PETRUSEK (512) 832 - 7042 construction of the line in order that we may have a representative present. Texas Department of Transportation;;? •, , FOR By: ,24 'TC lK 67t es-ft District Engineer -- District No. AUSTIN forty -eight (48) hours prior to starting 10/18/99 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Boring and Tunneling (A) General Requirements Pipelines crossing under surfaced roads and roads carrying traffic within limits of highway right -of -way shall be placed by boring or tunneling unless otherwise specifically authorized by the Texas Department of Transportation. 5 Boring or tunnels shall be placed at such depths below bottom of pavements as to provide sufficient depth of soil above hole for supporting superimposed live and dead loads and also prevent collapse of supporting soil between hole and pavements due to any boring, tunneling, or casing jacking operations. Boring and /or tunneling shall extend past roadway crown lines and outside of any shoulders adjacent to pavements. Pits excavated for boring or tunneling operations shall be located so that possible sloughing of sides of pit will not endanger shoulders or pavements and so that barricades can be placed as specified herein. All operations and equipment relative to tunneling and boring shall be confined to areas outside of roadway shoulders and away from edges of pavements by suitable barricades. Barricades shall be maintained clear of shoulders at all times except that in no case shall the clear distance between barricades and edge of pavement or face of curb be less than 8 feet. (B) Boring Where material beneath pavement is sandy or unstable and will be subject to caving, hole for casing shall be bored and cased simultaneously and bored material removed through casing. Cutting face of auger or drill shall not project more than 6 inches ahead of casing and no water shall be used in connection with drilling. Where material beneath pavement is stable and not subject to caving, hole for casing may be bored first and casing inserted in hole immediately after completion of boring if permitted by the Texas Department of Transportation. Water shall not be used in conjunction with drilling if it in any way causes stable material to case or become unstable. (C) Tunneling While hole is being tunneled, casing shall be jacked into place as operations progress except as hereinafter specified. Utility Section December 31, 1992 Where necessary to use sectionalized steel liner plates, each successive ring of plates shall be placed in position and completely bolted into place as soon as excavation is completed far enough ahead of completed casing to receive the next ring. Working face of excavation shall not precede advancing end of casing by more than 2 1/2 feet unless otherwise permitted by the Texas Department of Transportation. No explosives shall be used within the limits of highway right -of -way in conjunction with tunneling except as specified under "Use of Explosives" covered elsewhere in accompanying specifications. (D) Grouting All voids around casing shall be pressured grouted with grout consisting of Portland Cement and washed sand and containing not less than 6 sacks of Portland Cement per cubic yard of grout. Additional cement shall be added in workability and /or stability cannot be obtained with the proportions indicated. An air entraining agent may also be added to the grout mixture to facilitate flow if necessary. Grouting shall be done immediately after casing has been installed in order to avoid andy shearing of soil and settlement of overburden above casing. Means shall be provided for proving that voids are filled around 24" diameter and larger casings in the event there is some doubt by the Texas Department of Transportation that voids are being filled. On reinforced concrete casing this may consist of holes drilling around inside of perimeter of casing and fitted with removable plugs. On steel casing, removable threaded plugs may be provided at intervals around inside perimeter of casing. No holes shall be drilled in pavements or shoulders for grouting operations. Utility Section December 31, 1992 SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY RIGHT OF WAY (1) Coordination of Work with Highway Contractor or State Forces If any portion of related highway is under construction, no utility owner's forces or contractors shall enter within the highway right -of -way without first consulting the highway contractor and making necessary arrangements to coordinate installation of its facilities with highway construction. All work relative to installation of utility owner's facilities shall be conducted in such manner as not to interfere in any way with operations of the highway contractor. The above requirements with respect to coordination of work with highway contractors shall likewise apply to work being done by state forces. (2) Changes in Location of Proposed Utilities Texas Department of Transportation Austin District No changes shall be made in approved location of utilities within limits of highway right - of -way without prior authorization of Texas Department of Transportation. (3) Adjustment of Utility Poles and Appurtenances No deviations shall be made from the location of underground lines approved or designated by the Texas Department of Transportation either during planning or construction to avoid utility poles. Where such poles are adjacent to any proposed underground line, utility owner shall make necessary arrangements with other utility owners for moving poles and appurtenances and/or supporting same during trenching operations. Any poles, anchors, etc. relocated to clear the proposed underground line shall be moved toward the highway right -of -way line and location shall be subject to the Texas Department of Transportation approval. (4) Submission of Project Drawings to State Prints of detailed drawings showing exact plan location and profile of underground lines shall be submitted to the Texas Department of Transportation well in advance of construction of line, for verification that location of line is in accordance with requirements specified herein. Utility Section Revised December 18, 1992 Page 3 of 7 (5) Staking of Utility Lines in Advance of Construction Utility lines shall be staked well in advance of construction of line so that the Texas Department of Transportation can inspect staking to verify that alignment conforms to requirements set out herein and that there is no conflict with highway facilities. Utility owner shall give the Department of Transportation no less than 48 hours notice ahead of time when staking of line will be completed. (6) Notification of Abandonment of Location Authorized by Permit and Assignment of Authorized Location of other Utility Owners It is expected that where the installation of utility line has been authorized, such installation will be made within a reasonable period after approval of permit, otherwise, the Department reserves the right to assign the location originally approved for the line to another utility. If construction of Utility line has not been started within 4 months after date of approval, the utility owners shall immediately notify the Texas Department of Transportation whether it is still intended to install the line and the date construction will commence. If the owner intends to abandon all or any part of the authorized location, the Department shall be informed accordingly so that such abandoned location may be assigned to other utilities if deemed necessary by the Department. (7) Inspection by Texas Department of Transportation Representatives Utility owners shall inform their forces or contractors that all utility installations authorized by utility agreement or permit shall be subject to such inspection and tests as may be deemed necessary by the Texas Department of Transportation to verify that work is being done in accordance with Texas Department of Transportation requirements. All supervisory personnel shall be instructed to furnish such information and cooperation as may be required to perform such inspection. (8) Copy of Permit at Job Site A copy of the approved permit shall be kept on the site of the work at all times when work is in progress. (9) Full -Time Supervision and Inspection The utility owner shall provide competent full -time on- the -site supervisors or inspectors for all utility installations either authorized by permit or covered by utility agreement with the Texas Department of Transportation. Utility Section Revised December 18, 1992 Page 2 of 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (10) Incorrect Location of Utilities Any pipe incorrectly located during construction to conflict with any highway structure shall be removed and laid in proper location at the entire expense of utility owner. (11) Protection of Highway Facilities During Installation of Line All Construction operations relative to installation of the pipeline shall be conducted to such manner as to protect highway facilities from damage at all times. (12) Disposal of Excess Excavation and Clean Up Excess material from trench excavation shall be removed from highway right -of -way and job site cleaned up and left in satisfactory condition. (13) Repair and Replacement of Riprap and Earth Slopes Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain no Tess than 3 sacks of cement per cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap. Slopes of highway cuts, embankments, and right -of -way damaged by any operations relating to installation of utility shall be repaired and restored to the exact contour existing prior to initiation of the utility project. All earth placed in the restoration of slopes, etc., shall be compacted to a density equal to or greater than that of the original slope as directed by the Texas Department of Transportation representative. (14) Replacement of Base and Pavements Where removal of base and pavement has been authorized, all such base and pavement shall be replaced as directed by the Texas Department of Transportation representative. All existing pavement and related flexible or concrete base, which is to remain in service either permanently or temporarily, or to be incorporated as a part of the highway project, shall be replaced. Utility Section Revised December 18, 1992 Page 3 of 7 (15) Reveeetation The permit holder is solely responsible for revegetation of all areas damaged or destroyed by utility construction. The utility owner will be held liable and responsible for such areas until growth is reestablished to the satisfaction of an authorized representative of the Texas Department of Transportation. Revegetation practices will consist of one or more of the following applications deemed necessary and appropriate by an authorized representative of the Texas Department of Transportation. Rate of type of application for seed mixture and for fertilizer be specified by an authorized representative of Texas Department of Transportation. Hydraulic blanket and matting shall be used where deemed necessary by an authorized Texas Department of Transportation representative. Coastal Bermudagrass Hay Mulch A mulch of Coastal Bermudagrass hay shall be spread uniformly at the rate of 2.0 T /acres. The area shall be hand mulched and anchored by cleating or crimping with a track machine. The area shall not be rolled with a rubber tire roller. Ornamental landscape plantings of trees, shrubs and grasses that are damaged or destroyed during construction of the utility for which the permit was issued shall be replaced by the Utility Owner with plant material of comparable size and quality approved by an authorized representative of the Texas Department of Transportation. Revegetation measures will begin as soon as practical. The Texas Department of Transportation reserves the right to require the immediate installation of revegetation measures whenever deemed necessary by an authorized representative of the Texas Department of Transportation. The Texas Department of Transportation reserves the right to require additional revegetation measures deemed necessary by and authorized representative of the Texas Department of Transportation at any time after construction has begun until the Texas Department of Transportation has accepted the erosion control measures and revegetation measures of the utility owner. (16) Installation of Lines Beneath Pavements No open cuts for pipe trenches shall be made across any pavement beneath main highway traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other similar facilities unless specifically authorized by the Texas Department of Transportation. Pipe shall be installed by boring and tunneling and boring shall be cased and pressure grouted to seal voids between casing and adjacent earth. No open cuts will be permitted across such connections where pavement has been constructed without written permission of the Texas Department of Transportation . Utility Section Revised December 18, 1992 Page 4 of 7 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (17) Casing of Lines Utility lines carrying liquids or gases under pressure may be installed uncased in accordance with the Texas Department of Transportation Utility Accommodation Policy. Water line crossing beneath culverts shall be cased and casing shall project 5' beyond outside limits of culvert. Voids and casing placed by tunnelling or boring shall be pressure grouted. (18) Use of Explosives No explosives shall be used within limits of Highway right -of -way without written permission of the Texas Department of Transportation Requests for permission to use explosives shall include the following information: (a) Location of highway where use of explosives is proposed. (b) Type and amount of explosives to be used. If the use of any explosives is permitted, all blasting operations must be conducted in such manner as to completely protect adjacent property and the traveling public and not interfere with highway traffic. No blasting will be permitted in the vicinity of any structures or beneath any pavements which are to remain in use. (19) Protection of Highway Traffic. Barricades, Warning. Signs,Etc. No construction operations relative to installations of utilities will be permitted within the limits of existing pavements carrying traffic, or shoulders adjacent thereto, unless specifically authorized by the Texas Department of Transportation. Excavated materials shall be kept off pavement at all times. Barricades, warning signs, flares, flashing devices and flagmen shall be provided by the utility owner or his contractor when necessary. (20) Protection of Existing Utilities (a) Prior to selecting a location for a proposed installation or accepting a location suggested by the State for such installation, the Utility Company shall take all necessary steps to determine that the location is not already occupied by another utility and to determine that no damage will be done to existing utilities. (b) Prior to beginning actual construction operations, the utility company shall notify all other utility companies who may have facilities in the area so they can determine if the proposed construction will conflict with or otherwise damage their facilities. Utility Section Revised December 18, 1992 Page 5 of 7 (21) Use of Plastic Pipe and Nonmetallic Pine Where nonmetallic pipe is installed longitudinally, a metal wire shall be concurrently installed or other means shall be provided for detection purposes. (22) Above Ground Appurtenances to Underground Utilities Above ground installation, such as pedestals, fire hydrants, meters, etc., installed as a part of an underground utility shall be located at or near the right -of -way, well outside the highway maintenance operation area. (23) Markers The utility company shall place a readily identifiable and suitable marker at each right -of- way line for highway crossings except where marked by a vent. (24) Erosion Control The permit holder is solely responsible for the control of any eroding materials that are the result of the construction of the utility for which the permit was issued. Temporary Erosion Control Geofab silt fence or comparable product approved by an authorized representative of the Texas Department of Transportation shall be installed surrounding spoil sites, fill piles and excavated areas to control runoff or siltation of materials into surrounding areas. Coastal Bermudagrass hay bales, when approved by an authorized Texas Department of Transportation representative, may be used in non - critical construction areas to surround spoil sites, fill piles and excavated areas to control runoff or siltation of materials into surrounding areas. Permanent Erosion Control Whenever an underground utility crosses the centerline of a drainage channel or enters the flow line of a drainage channel, a concrete cap or comparable permanent protection approved by an authorized representative of the Texas Department of Transportation shall be required. The Texas Department of Transportation reserves the right to require any additional erosion control measures that are deemed necessary by an authorized representative of the Texas Department of Transportation at any time after construction has begun until the Texas Department of Transportation has accepted the erosion control measures and revegetation measures of the utility owner. Utility Section Revised December 18, 1992 Page 6 of 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (25) General Provision The Department will not be responsible for damage to this line by maintenance or construction machinery. (26) Protection of Trees Within Iiiohwav Right- of -Wav All construction operations relative to installation of utilities shall be conducted in such manner as to protect trees from damage at all times. Location of trees shall be noted on plans submitted with permit request. Utilities placed within the dripline of desirable trees shall be bored or hand dug to prevent root damage and loss of trees. Tree trimming shall be in accordance with Texas Department of Transportation Guidelines. Utility Section Revised December 18, 1992 Page 7 of 7 1 1 1 1 1 1 N 1 r 1 1 1 1 1 1 1 1 1 01340 -1 1 SECTION 01340 2 SHOP DRAWINGS, PRODUCT DATA & SAMPLES; OPERATION & 3 MAINTENANCE MANUALS; AND MISCELLANEOUS SUBMITTALS 4 5 6 PART 1- GENERAL 7 8 1.01 SUMMARY 9 10 A. General: 11 1. Section Addresses: 12 a. Mechanics and administration of the submittal process for shop 13 drawings, operation and maintenance manuals, and miscellaneous 14 submittal items. 15 16 B. Related Sections include but are not necessarily limited to: 17 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 18 Contract. 19 2. Division 1 - General Requirements. 20 3. Sections in Divisions 2 through 16 identifying required submittals. 21 22 1.02 DEFINITIONS 23 24 A. Shop Drawings: 25 1. See General Conditions. 26 2. Product data and samples are Shop Drawing information. 27 28 B. Miscellaneous Submittals: 29 1. Submittals other than Shop Drawings. 30 2. Representative types of miscellaneous submittal items include but are not 31 limited to: 32 a. Construction schedule. 33 b. Concrete, soil compaction, and pressure test reports. 34 c. Installed equipment and systems performance test reports. 35 d. Manufacturer's installation certification letters. 36 e. Warranties. 37 f. Service agreements. 38 g. Construction photographs. 39 h. Survey data. 40 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01340 -2 1 1.03 TRANSMITTALS 2 3 A. Shop Drawings and Operation and Maintenance Manuals: 4 1. Transmit all submittals to: 5 6 HDR Engineering, Inc. 7 2211 S. IH -35, Ste. 300 8 Austin, Texas 78741 9 Attn: James A. Yurczyk, Jr., P.E. 10 11 2. Utilize two copies of attached Exhibit "A" to transmit all shop drawings, 12 product data and samples. 13 3. Utilize two copies of attached Exhibit "B" to transmit all Operation and 14 Maintenance Manuals. 15 4. All transmittals must be from Contractor and bear his approval stamp. 16 Transmittals will not be received from or returned to subcontractors. 17 a. Shop drawing transmittal stamp shall read "(Contractor's Name) has 18 satisfied Contractor's obligations under the Contract Documents with 19 respect to Contractor's review and approval as stipulated under General 20 Conditions Paragraph 6.25.1. " Transmittals will not be received from 21 or returned to subcontractors. 22 b. Operation and Maintenance Manual transmittal stamp may be 23 Contractor's standard approval stamp. 24 5. Provide submittal information defining specific equipment or materials 25 utilized on the project. Generalized product information not clearly defining 26 specific equipment or materials to be provided will be rejected. 27 6. Calculations required in individual specification sections will be received for 28 information purposes only and will be returned stamped "E. Engineer's 29 Review Not Required" to acknowledge receipt only. 30 7. Submittal schedule: 31 a. Schedule of shop drawings: 32 1) Submitted and approved within 15 days of receipt of Notice to 33 Proceed. 34 2) Account for multiple transmittals under any specification section 35 where partial submittals will be transmitted. 36 b. Shop drawings: 37 1) Submittal and approval prior to 25 percent completion. 38 c. Operation and Maintenance Manuals and Equipment Record Sheets: 39 1) Initial submittal within 90 days after date shop drawings are 40 approved. 41 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B. Miscellaneous Submittals: 2 1. Transmit under Contractor's standard letter of transmittal or letterhead. 3 2. Submit in triplicate or as specified in individual specification section. 4 3. Transmit to: 5 6 HDR Engineering, Inc. 7 2211 S. IH -35, Ste. 300 8 Austin, Texas 78741 9 Attn: James A. Yurczyk, Jr., P.E. 10 11 4. Provide carbon copy of letter of transmittal to Owner's Project 12 Representative. 13 14 1.04 PREPARATION OF SUBMITTALS 15 16 A. Shop Drawings: 17 1. Scope of any letter of transmittal: 18 a. Limited to one Specification Section. 19 b. Do not submit under any Specification Section entitled (in part) "Basic 20 Requirements ". 21 2. Numbering letter of transmittal: 22 a. Indicate on the transmittal form both the specification section that the 23 information is being submitted for and the numeric number of the 24 submittal. 25 b. Number all submittals consecutively. 26 3. Describing transmittal contents: 27 a. Provide listing of each component or item in submittal capable of 28 receiving an independent review action. 29 b. Identify for each item: 30 1) Manufacturer and Manufacturer's drawing or data number. 31 2) Contract Document tag number(s). 32 4. Submittal Format: 33 a. Provide all submittals in either a secure 3 -ring binder, or 3 -ring post 34 binder with clear cover. 35 5. Resubmittals: 36 a. Number with original root number and a suffix letter starting with "A" 37 on a (new) duplicate transmittal form. 38 b. Do not increase the scope of any prior transmittal. 39 c. Account for all components of prior transmittal. 40 1) If items in prior transmittal received "A" or "B" Action code, list 41 them and indicate "A" or "B" as appropriate. 42 a) Do not include submittal information for items with prior "A" or 43 "B" Action in transmittal. 07225.040.036 01340 -3 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01340 -4 1 2) Indicate "Outstanding -To Be Resubmitted At a Later Date" for any 2 prior "C" or "D" Action item not included in resubmittal. 3 a) Obtain Engineer's prior approval to exclude items. 4 6. Provide four copies of each submittal for Engineer plus the number required 5 by the Contractor. The number of copies required by the Contractor will be 6 defined at the Preconstruction Conference, but shall not exceed four. 7 7. When necessary to provide large size sheet submittals, fold submittals such 8 that they may be easily stored in a legal style folder. 9 8. Provide clear space (3 -IN SQ) for Engineer stamping of each component 10 defined in 1.04 -A.4. 11 9. Contractor shall not use red color for marks on transmittals. Duplicate all 12 marks on all copies transmitted, and ensure marks are photocopy 13 reproducible. Outline Contractor marks on reproducible transparencies with 14 a rectangular box. 15 10. Transmittal contents: 16 a. Coordinate and identify shop drawing contents so that all items can be 17 easily verified by the Engineer. Clearly indicate with arrows, highlight, 18 etc. which materials are to be provided. 19 b. Identify equipment or material use, tag number, drawing detail reference, 20 weight, and other project specific information. 21 c. Provide sufficient information together with technical cuts and technical 22 data to allow an evaluation to be made to determine that the item 23 submitted is in compliance with the Contract Documents. 24 d. Submit items like equipment brochures, cuts of fixtures, product data 25 sheets or catalog sheets on 8 -1/2 x 11 IN pages. Indicate exact item or 26 model and all options proposed. 27 e. Include legible scale details, sizes, dimensions, performance 28 characteristics, capacities, test data, anchoring details, installation 29 instructions, storage and handling instructions, color charts, layout 30 drawings, parts catalogs, rough -in diagrams, wiring diagrams, controls, 31 weights and other pertinent data. Arrange data and performance 32 information in format similar to that provided in Contract Documents. 33 Provide, at minimum, the detail provided in the Contract Documents. 34 f. If proposed equipment or materials deviate from the Contract Drawings 35 or Specifications in any way, clearly note the deviation and justify the 36 said deviation in detail in a separate letter immediately following 37 transmittal sheet. 38 39 B. Samples: 40 1. Identification: 41 a. Identify sample as to transmittal number, manufacturer, item, use, type, 42 project designation, tag number, Standard Specification section or 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01340 -5 1 drawing detail reference, color, range, texture, finish and other pertinent 2 data. 3 b. If identifying information cannot be marked directly on sample without 4 defacing or adversely altering samples, provide a durable tag with 5 identifying information securely attached to the sample. 6 2. Include application specific brochures, and installation instructions. 7 3. Provide Contractor's stamp of approval on samples or transmittal form as 8 indication of Contractor's checking and verification of dimensions and 9 coordination with interrelated work. 10 4. Resubmit samples of rejected items. 11 12 C. Operation and Maintenance Manuals: 13 1. Number transmittals for Operation and Maintenance Manual with original 14 root number of the approved shop drawing for the item. 15 2. Submit two copies until approval is received. 16 3. Identify resubmittals with the original number plus a suffix letter starting 17 with "A." 18 4. Submit Operation and Maintenance Manuals printed on 8 -1/2 x 11 IN. size 19 heavy first quality paper with standard three -hole punching and bound in 20 stiff metal hinged binder constructed as a three -ring style. Provide binders 21 with titles on front and on spine of binder. Tab each section of manuals for 22 easy reference with plastic- coated dividers. Provide index for each manual. 23 Provide plastic sheet lifters prior to first page and following last page. 24 5. Reduce drawings or diagrams bound in manuals to an 8 -1/2 x 11 -IN or 11 x 25 17 -IN size. However, where reduction is not practical to ensure readability, 26 fold larger drawings separately and place in vinyl envelopes which are 27 bound into the binder. Identify vinyl envelopes with drawing numbers. 28 6. Transmittal Content: 29 a. Submission of Operation and Maintenance Manuals is applicable but not 30 necessarily limited to: 31 1) Major equipment. 32 2) Equipment used with electrical motor loads of 1/6 HP nameplate or 33 greater. 34 3) Specialized equipment including valves and instrumentation and 35 control system components for HVAC and process systems such as 36 meters, recorders, and transmitters. 37 4) Valves greater than 12 IN DIA. 38 5) Water control gates. 39 b. Operation and maintenance manuals shall include, but not necessarily be 40 limited to, the following detailed information, as applicable: 41 1) Equipment function, normal operating characteristics, limiting 42 operations. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01340 -6 1 2) Assembly, disassembly, installation, alignment, adjustment, and 2 checking instructions. 3 3) Operating instructions for start-up, routine and normal operation, 4 regulation and control, shutdown, and emergency conditions. 5 4) Lubrication and maintenance instructions. 6 5) Guide to "troubleshooting." 7 6) Parts list and predicted life of parts subject to wear. 8 7) Outline, cross - section, and assembly drawings; engineering data; and 9 electrical diagrams, including elementary diagrams, wiring diagrams, 10 connection diagrams, word description of wiring diagrams and 11 interconnection diagrams. 12 8) Test data and performance curves. 13 9) A list of recommended spare parts with a price list and a list of spare 14 parts provided under these specifications. 15 10) Copies of installation instructions, parts lists or other documents 16 packed with equipment when delivered. 17 11) Instrumentation or tag numbers relating the equipment back to the 18 Contract Documents. 19 12) Include a filled -out copy of the Equipment Record Sheet, Exhibits 20 Cl and C2 as the first page(s) of each Operation and Maintenance 21 Manual. Complete maintenance requirements in detail. Simple 22 reference to the Manual is not acceptable. 23 13) For equipment items involving components or subunits, an 24 Equipment Record Sheet for each operating component or subunit is 25 required. 26 27 1.05 ENGINEERS REVIEW ACTION 28 29 A. Shop Drawings and Samples: 30 1. Items within transmittals will be reviewed for overall design intent and will 31 receive one of the following actions: 32 a. A - FURNISH AS SUBMITTED. 33 b. B - FURNISH AS NOTED (BY ENGINEER). 34 c. C - REVISE AND RESUBMIT. 35 d. D - REJECTED. 36 e. E - ENGINEER'S REVIEW NOT REQUIRED. 37 2. Transmittals received will be initially reviewed to ascertain inclusion of 38 Contractor's approval stamp. Drawings not stamped by the Contractor or 39 stamped with a stamp containing language other than that specified in 40 Paragraph 1.03- A.4.a., will not be reviewed for technical content and will be 41 returned without any action. 42 3. Transmittals returned with Action "A" or "B" are considered ready for 43 fabrication and installation. If for any reason a transmittal that has an "A" or 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01340 -7 1 "B" Action is resubmitted, it must be accompanied by a letter defining the 2 changes that have been made and the reason for the resubmittal. Destroy or 3 conspicuously mark "SUPERSEDED" all documents having previously 4 received "A" or "B" Action that are superseded by a resubmittal. 5 4. Transmittals with Action "A" or "B" combined with Action "C" (Revise and 6 Resubmit) or "D" (Rejected) will be individually analyzed giving 7 consideration as follows: 8 a. The portion of the transmittal given "C" or "D" will not be distributed 9 (unless previously agreed to otherwise at the Preconstruction 10 Conference). One copy or the one transparency of the "C" or "D" 11 drawings will be marked up and returned to the Contractor. Correct and 12 resubmit items so marked. 13 b. Items marked "A" or "B" will be fully distributed. 14 c. If a portion of the items or system proposed are acceptable, however, the 15 major part of the individual drawings or documents are incomplete or 16 require revision, the entire submittal may be given "C" or "D" Action. 17 This is at the sole discretion of the Engineer. In this case, some 18 drawings may contain relatively few or no comments or the statement, 19 "Resubmit to maintain a complete package." Distribution to the Owner 20 and field will not be made (unless previously agreed to otherwise). 21 5. Failure to include any specific information specified under the submittal 22 paragraphs of the specifications will result in the transmittal being returned 23 to the Contractor with "C" or "D" Action. 24 6. In addition to calculations stamped and returned "E. Engineer's Review Not 25 Required," other transmittals such as submittals which the Engineer 26 considers as "Not Required," submittal information which is supplemental to 27 but not essential to prior submitted information, or items of information in a 28 transmittal which have been reviewed and received "A" or "B" Action in a 29 prior transmittal, will be returned with Action "E. Engineer's Review Not 30 Required." 31 7. Samples may be retained for comparison purposes. Remove samples when 32 directed. Include in bid all costs of furnishing and removing samples. 33 8. Approved samples submitted or constructed, constitute criteria for judging 34 completed work. Finished work or items not equal to samples will be 35 rejected. 36 37 B. Operation and Maintenance Manuals: 38 1. Engineer will review and indicate one of the following review actions: 39 a. ACCEPTABLE. 40 b. FURNISH AS NOTED. 41 c. REVISE AND RESUBMIT. 42 d. REJECTED. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01340 -8 1 2. Acceptable submittals will be retained with the transmittal form returned 2 with a request for five additional copies. 3 3. Deficient submittals will be returned along with the transmittal form which 4 will be marked to indicate deficient areas. 5 6 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Project Neme: Date Received: Project Owner: Checked By, Contractor. HDR Engineering. Inc. Log Page: Address: Attn: Address: Attn: HDR No.: 1st, Sub- 1 I Resub. I I Date Transmitted: Previous Transmittal Date: Na. Copies Description Manufacturer Dwg. or Data No. Action Taken' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Remarks: EXHIBIT A Shop Drawing Transmittal No. (Trans. No.) (Section) The Action Designated Above is in Accordance with the Following Legend: Comments: A r,....;.1, 03 6„b.,.;lt..d D B - Fumish as Noted C - Revise and Submit t Not enough information for review. 2. No reproducibles submitted. 3. Copies illegible. 4. Not enough copies submitted. 5. Wrong sequence number. 6. Wrong resubmittal number. 7. Wrong spec. section. 8. Wrong form used. 9. See comments. FORM 10- 2020.2 (Version 1.0 Jw 90) Copyright 1991 HDR Engineering, Inc. E - Engineer's review not required 1. Submittal not required. 2. Supplemental Information. Submittal retained for informational purposes only. 3. Information reviewed and approved on prior submittal. 4. See comments. By Date Dietribufion'. Contractor u File u Field u Owner u Other U Task 2020 111 - 2020 -2 No Copies Description or Item Manufacturer Dwg. or Data No. Action Taken hD: 1 Project Name: Project Owner: Contractor: Address: Attn: Owner Address: Attn: u u Date Transmitted: Remarks: To: e: ALuau =ply; la Auove to i Lamm dal A. win use r ulluwi y Le Comments: A - Acceptable, Provide five additional Copies B - Furnish as Noted C - Revise and Resubmit This Operation and Maintenance Manual Submittal is deficient in the following area: 1. Equipment record sheets. 2. Functional description. 3. Assembly, disassembly, installation, alignment, adjustment & checkout instructions. 4. Operating instructions. Distribution: Contractor U File u FOAM 111 - 2030 -3 (Version 1.0 Jun 90) Copyright 1991 RDA Engineering. Inc. EXHIBIT B O&M Manual Transmittal No. Previous Transmittal Date: By From: HDR Engineering, Inc. Date: Date Received, Checked By: Log Page: HDR No.. tst. Sub. 5. Lubrication & maintenance instructions. 6. Troubleshooting guide. 7. Parts list and ordering instructions. 8. Organization (index and tabbing). 9. Wiring diagrams & schematics speck to installation. 10. Outline, cross section & assembly diagrams. 11. Test data & performance curves. 12. Tag or equipment identification numbers. 13. Other - see comments. D - Rejected Field u Owner u (Trans. No.) (Section) ReSub. Date Other U Task 2030 101- 2030 -3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Equipment Maintenance Data Summary Project Name Page of Equip. Description Date Installed Date Started Equip, Location Cost Estimated Life Project Equip. Tag No Shop Dwg. Trans No. Spec. Sec. Equip. Manut. Monet. Address !Phone _offal Vendor Vendor Address Phone BREAK -IN MAINTENANCE REQUIREMENTS (INITIAL OIL CHANGES, ETC.) 13 W M Q S A Hours PREVENTIVE MAINTENANCE REQUIREMENTS D W M Q S A Hours RECOMMENDED SPARE PARTS ELECTRICAL NAMEPLATE DATA Part No Pad Name Quantity Equip. Make Serial N0. ID N0. Model No •2me No. HP V. Amp. HZ PH RPM SF Duty Code Ins. Cl. Des. Type Nerve CAmb. Temp. Rise Rating Misc. MECHANICAL NAMEPLATE DATA Equip. Make Serial No. ID No. Model No. Frame No. iP RPM Cap. Size TDH Imp. 50 Des. CFM PSI Assy. No. Case No. Misc. _ubrifant information on fallowing page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FORM 111.20304 (Version 1.0 tun 90) Copynght 1991 HDR Engineering. loc. EXHIBIT Cl Equipment Record Page 1 an 2 Task 2030 01 -2030.4 Lubrication Summary Equipment Description I Project Equip, Tag No. Page of Lubricant P001 ISO Lubi Manufacturer Product AGMA# 5AE# 150 Fl 1 Lob Manufacturer Product AGMA# SAE# ISO Fl 1 Luba Manufacturer Product AGMA# SAE# ISO I ^I 1 Luba Manufacturer Product ALMA* SAE# 150 I ^I Lob, Manufacturer Product AGMA# 5AE# 150 1 Luba Manufacturer Product AGMA# SAE# ISO 1 Luba Manufacturer Product ALMA* SAE# ISO 1 FDa EXHIBITC2 Equipment Record Page 2 oft 1 Lubricant Point Lubricant Point Lubricant Point Lubricant Point Lubricant Point Lubricant Point FORM 111.2030.5 (Jon 90) Copyright 1991 HDR Engineering. Inc. Task2030 111.2030-5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 2 3 4 5 1 6 7 8 1 9 10 11 12 13 1 14 15 16 17 18 19 1 2 21 22 23 24 25 1 26 27 28 29 30 31 32 33 34 r 35 36 37 ' 38 39 1 1 1 40 1.01 SUMMARY SECTION 01560 ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS PART 1- GENERAL 01560 -1 A. Section Addresses: 1. Minimizing the pollution of air, water, or land; control of noise, the disposal of solid waste materials, and protection of deposits of historical or archaeological interest. B. Related Sections include but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 1 - General Requirements. 1.02 SUBMITTALS A. Shop Drawings: 1. See Section 01340. 2. Prior to the start of any construction activities submit: a. A detailed proposal of all methods of control and preventive measures to be utilized for environmental protection. b. A drawing of the work area, haul routes, storage areas, access routes and current land conditions including trees and vegetation. c. A tree pruning plan. PART 2 - PRODUCTS - (NOT APPLICABLE TO THIS SECTION) PART 3 - EXECUTION 3.01 INSTALLATION A. Employ and utilize environmental protection methods, obtain TPDES permit, and fully observe all local, state, and federal regulations. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01560 -2 1 B. Land Protection: 2 1. Except for any work or storage area and access routes specifically assigned for 3 the use of the Contractor, the land areas outside the limits of construction shall 4 be preserved in their present condition. Contractor shall confine his 5 construction activities to areas defined for work within the Contract Documents. 6 2. Manage and control all borrow areas, work or storage areas, access routes and 7 embankments to prevent sediment from entering nearby water or land adjacent 8 to the work site. 9 3. Restore all disturbed areas including borrow and haul areas and establish 10 permanent type of locally adaptable vegetative cover. 11 4. Unless earthwork is immediately paved or surfaced, protect all side slopes and 12 backslopes immediately upon completion of final grading. 13 5. Plan and execute earthwork in a manner to minimize duration of exposure of 14 unprotected soils. 15 6. Except for areas designated by the Contract Documents to be cleared and 16 grubbed, the Contractor shall not deface, injure or destroy trees and vegetation, 17 nor remove, cut, or disturb them without approval of the Engineer. Any damage 18 caused by the Contractor's equipment or operations shall be restored as nearly as 19 possible to its original condition at the Contractor's expense. 20 21 C. Erosion Protection: 22 1. Utilize methods necessary to effectively prevent erosion and control of 23 sedimentation and include the following: 24 a. Retardation: Mechanically retard rate of runoff by construction of diversion 25 ditches, terraces, and berms. Divert runoff to protect drainage courses. 26 b. Borrow constraints: Do not borrow soils from areas where environmental 27 controls are not possible. 28 c. Protect side and backslopes as soon as rough grading is complete by 29 accelerated growth of permanent vegetation, temporary vegetation, mulching 30 or netting. 31 d. Where slopes are to steep for stabilization, use hydroseeding, mulching 32 anchored in placed, cover by anchored netting, sodding, or combination to 33 prevent erosion. 34 e. Provide silt fencing and other temporary erosion controls as indicated on the 35 drawings. 36 f. Remove temporary protection prior to final grading operations. 37 38 D. Solid Waste Disposal: 39 1. Collect solid waste on a daily basis. 40 2. Provide disposal of degradable solid waste to an approved solid waste disposal 41 site. 42 3. Provide disposal of non - degradable solid waste to an approved solid waste 43 disposal site or in an alternate manner approved by Engineer and regulatory 44 agencies. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01560 -3 1 4. No building materials wastes or unused building materials shall be buried, 2 dumped, or disposed of on the site. 3 4 E. Fuel and Chemical Handling: 5 1. Store and dispose of chemical wastes in a manner approved by regulatory 6 agencies. 7 2. Take special measures to prevent chemicals, fuels, oils, greases, herbicides, and 8 insecticides from entering drainage ways. 9 3. Do not allow water used in onsite material processing, concrete curing, cleanup, 10 and other waste waters to enter a drainage way(s) or stream. 11 4. The Contractor shall provide containment around fueling and chemical storage 12 areas to ensure that spills in these areas do not reach waters of the state. 13 14 F. Control of Dust: 15 1. The control of dust shall mean that no construction activity shall take place 16 without applying all such reasonable measures as may be required to prevent 17 particulate matter from becoming airbome so that it remains visible beyond the 18 limits of construction. Reasonable measures may include paving, frequent road 19 cleaning, planting vegetative groundcover, application of water or application of 20 chemical dust suppressants. The use of chemical agents such as calcium 21 chloride must be approved by the Owner. 22 2. Utilize methods and practices of construction to eliminate dust in full 23 observance of agency regulations. 24 3. The Engineer will determine the effectiveness of the dust control program and 25 may request the Contractor to provide additional measures, at no additional cost 26 to Owner. 27 28 G. Tree Protection 29 1. Provide tree protection for all trees designated on the Drawings. 30 2. Mechanism for tree protection shall be barrier fencing installed as indicated on 31 the Drawings: 32 3. Provide a pruning plan and sufficient detail on means of repairing broken limbs 33 or sealing portions of trees that have been exposed. Engineer to approve plan 34 before enacted. 35 4. Provide special consideration for trees designated within landscaping plan to be 36 temporarily removed and then relocated. Follow all notes and details for 37 completing the Work in this area. 38 39 H. Burning: 40 1. Do not burn material on the site. If the Contractor elects to dispose of waste 41 materials by burning, make arrangements for an off-site burning area and 42 conform to all agency regulations. 43 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01560 -4 1 I. Control of Noise: 2 1. Control noise by fitting equipment with appropriate mufflers. 3 4 K. Completion of Work: 5 1. Upon completion of work, leave area in a clean, natural looking condition. 6 2. Ensure all signs of temporary construction and activities incidental to 7 construction of required permanent work are removed. 8 9 L. Historical Protection: 10 1. If during the course of construction, evidence of deposits of historical or 11 archaeological interests are found, cease work affecting find and notify 12 Engineer. Do not disturb deposits until written notice from Engineer is given to 13 proceed. 14 2. The Contractor will be compensated for lost time or changes in construction to 15 avoid the find based upon normal change order procedures. 16 3. No activity which may affect a State Archaeological Landmark is authorized 17 until the Owner has complied with the provisions of the Antiquities Code of 18 Texas. The Owner has previously coordinated with the appropriate agencies and 19 impacts to known cultural or archaeological deposits have been avoided or 20 mitigated. However, the Contractor may encounter unanticipated cultural or 21 archaeological deposits during construction. 22 4. If archaeological sites or historic structures are discovered after construction 23 operations are begun, the Contractor shall immediately cease operations in that 24 particular area and notify Owner, and the Texas Historical Commission (512- 25 463 - 6096). The Contractor shall take reasonable steps to protect and preserve 26 discoveries until they have been inspected by the Owner's representative. The 27 Owner will promptly coordinate with the Texas Historical Commission and any 28 other appropriate agencies to obtain any necessary approvals or permits to 29 enable the work to continue. The Contractor shall not resume work in the area 30 of the discovery until authorized to do so by the Owner . 31 32 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01600 -1 1 SECTION 01600 2 PRODUCT DELIVERY, STORAGE, AND HANDLING 3 4 5 PART 1- GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Scheduling of product delivery. 11 2. Packaging of products for delivery. 12 3. Protection of products against damage from: 13 a. Handling. 14 b. Exposure to elements or harsh environments. 15 16 B. Related Sections include but are not necessarily limited to: 17 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 18 Contract. 19 2. Division 1 - General Requirements. 20 21 C. Payment: 22 1. No payment will be made to Contractor for equipment or materials not properly 23 stored and insured or without approved shop drawings. 24 a. Previous payments for items will be deducted from subsequent progress 25 estimate(s) if proper storage procedures are not observed. 26 27 1.02 DELIVERY 28 29 A. Scheduling: 30 1. Schedule delivery of products or equipment as required to allow timely 31 installation and to avoid prolonged storage. 32 33 B. Packaging: 34 1. Deliver products or equipment in manufacturer's original unbroken cartons or 35 other containers designed and constructed to protect the contents from physical 36 or environmental damage. 37 38 C. Identification: 39 1. Clearly and fully mark and identify as to manufacturer, item, and installation 40 location. 41 42 D. Protection and Handling: 43 1. Provide manufacturer's instructions for storage and handling. 44 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01600 -2 1 PART 2 - PRODUCTS - (NOT APPLICABLE TO THIS SECTION) 2 3 4 PART 3- EXECUTION 5 6 3.01 PROTECTION, STORAGE AND HANDLING 7 8 A. Manufacturer's Instruction: 9 1. Protect all products or equipment in accordance with manufacturer's written 10 directions. 11 a. Store products or equipment in location to avoid physical damage to items 12 while in storage. 13 b. Handle products or equipment in accordance with manufacturer's 14 recommendations and instructions. 15 2. Protect equipment from exposure to elements and keep thoroughly dry. 16 3. When space heaters are provided in equipment, connect and operate heaters 17 during storage until equipment is placed in service. 18 19 3.02 FIELD QUALITY CONTROL 20 21 A. Inspect Deliveries: 22 1. Inspect all products or equipment delivered to the site prior to unloading. Reject 23 all products or equipment that are damaged, used, or in any other way 24 unsatisfactory for use on Project. 25 26 B. Monitor Storage Area: 27 1. Monitor storage area to ensure suitable temperature and moisture conditions are 28 maintained. 29 30 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01640 -1 1 SECTION 01640 2 PRODUCT SUBSTITUTIONS 3 4 5 PART 1- GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. The procedure for requesting substitution approval for a product which is 11 specified by descriptive or performance criteria or defined by reference to 12 one or more of the following: 13 a. Name of manufacturer. 14 b. Name of vendor. 15 c. Trade name. 16 d. Catalog number. 17 2. This Section does not address substitutions for major equipment. See 18 "Instructions to Bidders." 19 20 B. Related Sections include but are not necessarily limited to: 21 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of The 22 Contract. 23 2. Division 1 - General Requirements. 24 25 C. Requests for Substitution - General: 26 1. Base all bids on materials, equipment, and procedures specified. 27 Substitutions will not be allowed unless `or equal' has been clearly 28 specified. Engineer has final determination on "equality." 29 2. Certain types of equipment and kinds of material are described in 30 specifications by means of references to names of manufacturers and 31 vendors, trade names, or catalog numbers. When this method of specifying 32 is used, it is not intended to exclude from consideration other products 33 bearing other manufacturer's or vendor's names, trade names, or catalog 34 numbers, provided said products are capable of accomplishing the same 35 tasks as the products specifically indicated. 36 3. Other types of equipment and kinds of material may be acceptable. 37 38 1.02 QUALITY ASSURANCE 39 40 A. In making request for substitution or in using an approved product, Contractor 41 represents: 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01640 -2 1 1. He has investigated proposed product, and has determined that it is adequate 2 or superior in all respects to that specified, and that it will perform function 3 for which it is intended. 4 2. He will provide same guarantee for substitute item as for product specified. 5 3. He will coordinate installation of accepted substitution into work, to include 6 building modifications if necessary, making such changes as may be 7 required for work to be complete in all respects. 8 4. He waives all claims for additional costs related to substitution which 9 subsequently arise. 10 11 1.03 DEFINITIONS 12 13 A. Product: Manufactured material or equipment. 14 15 1.04 PROCEDURE FOR REQUESTING SUBSTITUTION 16 17 A. Considered after award of Contract. 18 19 B. Written requests through Contractor only. 20 21 C. Transmittal Mechanics: 22 1. Follow the transmittal mechanics prescribed for shop drawings in Section 23 01340. Product substitution will be treated in a manner similar to 24 "deviations," as described in paragraph 1.04- A.10.f of Section 01340. List 25 the letter describing the deviation and justifications on the transmittal form 26 in the space provided under the column with the heading "DESCRIPTION." 27 Include in the transmittal letter, either directly or as a clearly marked 28 attachment, the items listed in paragraph D below. 29 30 D. Transmittal Contents: 31 1. Product identification: 32 a. Manufacturer's name, 33 b. Telephone number and representative contact name. 34 c. Specification section or drawing reference of originally specified 35 product, including discrete name or tag number assigned to original 36 product in the Contract Documents. 37 2. Manufacturer's literature clearly marked to show compliance of proposed 38 product with Contract Documents. 39 3. Itemized comparison of original and proposed product addressing product 40 characteristics including but not necessarily limited to: 41 a. Size. 42 b. Composition or materials of construction. 43 c. Weight. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01640 -3 1 d. Electrical or mechanical requiieulents. 2 4. Product experience: 3 a. Location of past projects utilizing product. 4 b. Name and telephone number of persons associated with referenced 5 projects knowledgeable concerning proposed product. 6 c. Available field data and reports associated with proposed product. 7 5. Data relating to changes in construction schedule. 8 6. Data relating to changes in cost. 9 7. Samples: 10 a. At request of Engineer. I 1 b. Full size if requested by Engineer. 12 c. Held until substantial completion. 13 d. Engineer not responsible for loss or damage to samples. 14 15 1.05 APPROVAL OR REJECTION 16 17 A. Written approval or rejection of substitution given by the Engineer. 18 19 B. Engineer reserves the right to require proposed product to comply with color and 20 pattern of specified product if necessary to secure design intent. 21 22 C. In event substitution results in a change of Contract price or time, provisions in 23 General Conditions will be applied for adjustment. 24 25 D. Substitutions will be rejected if: 26 1. Submittal is not through the Contractor with his stamp of approval. 27 2. Requests are not made in accordance with this Section. 28 3. In the Engineer's opinion, acceptance will require substantial revision of the 29 original design. 30 4. In the Engineer's opinion, substitution is not equal to original product 31 specified or will not perform adequately the function for which it was 32 intended. 33 34 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 PART 1 — GENERAL 6 7 1.01 SUMMARY SECTION 01650 STARTUP 01650 -1 8 9 A. Section Includes: 10 1. Procedures and actions required of the Contractor, which are necessary to 11 achieve and demonstrate Substantial Completion. 12 2. Requirements for Substantial Completion Submittals. 13 14 B. Related Sections include but are not necessarily limited to: 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 16 Contract. 17 2. Division 1 - General Requirements. 18 3. Division 15 — Mechanical. 19 20 1.02 DEFINITIONS 21 22 A. Demonstration Period: The period of time, of unspecified duration after initial 23 construction and installation activities during which Contractor, with 24 assistance from manufacturer's representatives, performs in the following 25 sequence: 26 1. Finishing type construction work to ensure the Project has reached a state 27 of Substantial Completion. 28 2. Equipment startup. 29 3. Personnel training. 30 31 B. Substantial Completion: See Division 0, General Conditions. 32 33 1.03 SUBMITTALS 34 35 A. Submit in the chronological order listed below prior to the completion of the 36 Demonstration Period. 37 1. Operation and maintenance training schedule: 38 a. Submit 30 days (minimum) prior to first training session for Owner's 39 personnel. 40 2. Substantial Completion Submittal: 41 a. File Contractor's Notice of Substantial Completion and Request for 42 Inspection. 43 b. Approved Operation and Maintenance manuals received by Engineer 44 minimum 1 week prior to scheduled training. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01650 -2 c. Written request for Owner to witness each system demonstration 2 startup. Request to be received by Owner minimum 1 week before 3 scheduled training of Owner's personnel on that system. 4 d. Equipment installation and demonstration startup certifications. 5 e. Letter verifying completion of all pre- demonstration startup activities 6 including receipt of all specified items from manufacturers or suppliers 7 as final item prior to initiation of Demonstration Period. 8 9 1.04 COST OF STARTUP 10 11 A. Contractor to pay all costs associated with Facility startup. 12 13 14 PART 2 - PRODUCTS - (NOT APPLICABLE TO THIS SECTION) 15 16 17 PART 3 - EXECUTION 18 19 3.01 GENERAL 20 21 A. Facility Startup: 22 1. Demonstration Period including: 23 a. Completion of construction work to bring Project to a state of 24 Substantial Completion. 25 b. Startup of Equipment. 26 c. Training of Personnel. 27 d. Completion of the filing of all required submittals. 28 e. Filing of Contractor's Notice of Substantial Completion and Request 29 for Inspection. 30 31 B. Personnel Training: 32 1. Refer to individual specification sections for training duration. Schedule 33 of equipment requiring training: 34 a. Section 15114, Miscellaneous Valves. 35 2. Conduct all personnel training after completion of Equipment Startup for 36 the equipment for which training is being conducted. 37 a. Personnel training on individual equipment or systems will not be 38 considered completed unless: 39 1) All pretraining deliverables are received and approved before 40 commencement of training on the individual equipment or system. 41 2) No system malfunctions occur during training. 42 3) All provisions of field and classroom training specifications are 43 met. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 b. Training not in compliance with the above will be performed again in 2 its entirety by the manufacturer at no additional cost to Owner. 3 c. In the on -site training sessions, cover the information required in the 4 Operation and Maintenance manuals submitted according to Section 5 01340 and the following areas as applicable. 6 1) Operation of equipment. 7 2) Maintenance and repair of equipment. 8 3) Troubleshooting of equipment. 9 4) Preventive maintenance procedures. 10 5) Adjustments to equipment. 11 6) Inventory of spare parts. 12 7) Optimizing equipment performance. 13 8) Capabilities. 14 9) Operational safety. 15 10) Emergency situation response. 16 11) Takedown procedures (disassembly and assembly). 17 18 C. Complete the filing of all required submittals prior to conducting personnel 19 training sessions for any individual equipment items for: 20 1. Shop drawings. 21 2. Operation and Maintenance Manuals. 22 3. Training material. 23 24 D. Filing of Contractor's Notice of Substantial Completion and Request for 25 Inspection of Project: 26 1. File the notice when the following have been completed: 27 a. Construction work (brought to state of Substantial Completion). 28 b. Equipment Startup. 29 c. Personnel Training 30 d. Submittal of required documents. 31 2. Engineer will review required submittals for completeness within 14 32 calendar days of Contractor's notice. If complete, Engineer will complete 33 inspection of the Work, within 14 calendar days of Contractor's notice. 34 3. Engineer will inform Contractor in writing of the status of the Work 35 reviewed, within 14 calendar days of Contractor's notice. 36 a. Work determined not meeting state of Substantial Completion: 37 1) Contractor: Correct deficiencies noted or submit plan of action for 38 correction within 5 days of Engineer's determination. 39 2) Engineer: Reinspect work within 5 days of Contractor's notice of 40 correction of deficiencies. 41 3) Reinspection costs incurred by Engineer will be billed to Owner 42 who will deduct them from final payment due Contractor. 07225.040.036 01650 -3 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01650-4 1 b. Work determined to be in state of tentative Substantial Completion: 2 Engineer to prepare tentative "Engineer's Certificate of Substantial 3 Completion." 4 c. Engineer's Certificate of Substantial Completion: 5 1) Certificate tentatively issued subject to successful Demonstration 6 of functional integrity. 7 2) Issued for Project as a whole. 8 3) Issued subject to completion or correction of items cited in the 9 certificate (punch list). 10 4) Issued with responsibilities of Owner and Contractor cited. 11 5) Executed by Engineer. 12 6) Accepted by Owner. 13 7) Accepted by Contractor. 14 15 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 2 3 4 5 6 7 8 1 9 10 11 ' 12 13 14 ' 15 16 17 ' 18 19 ' 20 21 22 ' 23 24 25 26 27 28 ' 29 30 31 ' 32 33 34 ' 35 36 37 ' 38 39 40 ' 41 42 43 ' 44 45 46 1 1 PART 1 - GENERAL 1.01 SUMMARY 1.02 STORAGE AND HANDLING PART 2 - PRODUCTS 2.01 MATERIALS SECTION 01710 CLEANING A. Cleaning Agents: 1. Compatible with surface being cleaned. 2. New and uncontaminated. 3. For Manufactured Surfaces: Material recommended by manufacturer. 01710 - 1 A. Section Includes: 1. Intermediate and final cleaning of Work not including special cleaning of closed systems specified elsewhere. B. Related Sections include but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 1 - General Requirements. A. Store cleaning products and cleaning wastes in containers specifically designed for those materials. 1.03 SCHEDULING A. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. PART 3 - EXECUTION 3.01 CLEANING - GENERAL A. Prevent accumulation of wastes that create hazardous conditions. B. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01710-2 1 2 C. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in 3 storm or sanitary drains or sewers. 4 5 D. Dispose of degradable debris at an approved solid waste disposal site. 6 7 E. Dispose of non - degradable debris at an approved solid waste disposal site or in 8 an alternate manner approved by Engineer and regulatory agencies. 9 10 F. On completion of work, leave area in a clean, natural looking condition. 11 Remove all signs of temporary construction and activities incidental to 12 construction of required permanent Work. 13 14 G. Do not bum on - site. 15 16 17 102 EXTERIOR (SITE) CLEANING 18 19 A. Cleaning During Construction: 20 1. Construction debris: 21 a. Confine in strategically located container(s): 22 1) Cover to prevent blowing by wind. 23 2) Haul from site minimum once a week. 24 b. Remove from work area to container daily. 25 2. Vegetation: 26 a. Keep weeds and other vegetation trimmed to 3 IN maximum height. 27 3. Soils, sand, and gravel deposited on paved areas and walks: 28 a. Remove as required to prevent muddy or dusty conditions. 29 b. Do not flush into storm sewer system. 30 31 B. Final Cleaning: 32 1. Remove trash and debris containers from site: 33 a. Re -seed areas disturbed by location of trash and debris containers. 34 2. Clean paved roadways. 35 36 3.04 FIELD QUALITY CONTROL 37 38 A. Immediately prior to Demonstration Period, conduct an inspection with 39 Engineer to verify condition of all work areas. 40 41 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01800 -1 1 SECTION 01800 2 OPENINGS AND PENETRATIONS IN CONSTRUCTION 3 4 5 PART 1- GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. All openings and penetrations in construction. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 17 1.02 QUALITY ASSURANCE 18 19 A. Referenced Standards: 20 1. American Concrete Institute (ACI): 21 a. 318, Building Code Requirements for Reinforced Concrete. 22 2. American Society for Testing and Materials (ASTM): 23 a. A36, Standard Specification for Carbon Structural Steel. 24 b. A53, Standard Specification for Pipe, Steel, Black and Hot - Dipped, 25 Zinc - Coated Welded and Seamless. 26 3. National Fire Protection Association (NFPA): 27 a. 70, National Electrical Code (NEC). 28 b. 90A, Standard for Installation of Air Conditioning and Ventilating Systems. 29 4. Sheet Metal and Air Conditioning Contractors National Association, 30 Inc.(SMACNA). 31 32 B. Obtain prior approval from Engineer when any opening larger than 100 SQ IN must 33 be made in existing or newly completed construction. 34 35 1.03 DEFINITIONS 36 37 A. Hazardous Areas: Areas shown in the Contract Documents as having Class I or 38 Class 11 area classifications. 39 40 B. Washdown Areas: Areas having floor drains or hose bibs. 41 42 1.04 SUBMITTALS 43 44 A. Shop Drawings: 45 1. See Section 01340. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 01800 -2 1 2. For each structure provide dimensioned or scaled (minimum 1/8 IN =1 FT) plan 2 view drawings containing the following information: 3 a. Vertical and horizontal location of all required openings and penetrations. 4 b. Size of all openings and penetrations. 5 c. Opening type. 6 d. Seal type. 7 3. Manufacturer's installation instructions for standard manufactured products. 8 9 PART2- PRODUCTS 10 11 2.01 MATERIALS 12 13 A. Pipe Sleeves: Steel, ASTM A53, Schedule 40, black. 14 15 B. Modular Mechanical Seals: 16 1. Acceptable Manufacturers. 17 a. Link -Seal. 18 2. 316 stainless steel bolts, nuts and washers. 19 20 PART 3 - EXECUTION 21 22 3.01 INSTALLATION AND APPLICATION 23 24 A. Install sleeves and castings in accordance with ACI 318, Chapter #6. 25 B. Hot dip galvanize (or paint in accordance with Section 09905) all steel sleeves 26 installed. 27 28 C. Size sleeves, blockouts and cutouts which will receive sealant seal such that free 29 area to receive sealant is minimized and seal integrity may be obtained. 30 31 D. Field Cutting and Coring: 32 1. Saw or core drill with non - impact type equipment. 33 2. Mark opening and drill small 3/4 IN or less holes through structure following 34 opening outline. 35 36 E. Modular Mechanical Seals: 37 1. Utilize one seal for concrete thickness less than 8 IN and two seals for concrete, 38 8 IN thick or greater. 39 2. Utilize two seals for piping 16 -IN diameter and larger if concrete thickness 40 permits. 41 3. Install seals such that bolt heads are located on the most accessible side of the 42 penetration. 43 44 45 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 2 SITE WORK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02110 -1 1 SECTION 02110 2 SITE CLEARING 3 4 5 PART 1- GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Site clearing, tree protection, stripping topsoil and demolition. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 02221 _ Trenching, Backfilling, and Compaction for Utilities. 17 4. Section 02260 - Topsoiling and Finished Grading. 18 5. Section 02270 - Soil Erosion and Sediment Control. 19 20 21 PART 2 - PRODUCTS - (NOT APPLICABLE TO THIS SECTION) 22 23 24 PART 3 - EXECUTION 25 26 3.01 PREPARATION 27 28 A. Protect existing trees and other vegetation indicated to remain against damage. 29 1. Do not smother trees by stockpiling construction materials or excavated 30 materials within drip line. 31 2. Avoid foot or vehicular traffic or parking of vehicles within drip line. 32 3. Provide temporary protection as required and indicated on plans. 33 34 B. Prune trees and vegetation damaged by construction operations. 35 1. Repair to be performed by a qualified tree surgeon. 36 2. Remove trees which cannot be repaired and restored to full -growth status. 37 3. Replace with new trees of minimum 4 IN caliper. 38 4. Prune trees as required and indicated on plans. 39 40 C. Provide barricades, coverings, and other protection necessary to prevent damage 41 to existing improvements. 42 1. Protect improvements on adjoining properties as well as those on Owner's 43 property. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 02110 -2 1 2. Restore any improvements damaged by this work to original condition, as 2 acceptable to Owner or other parties or authorities having jurisdictions. 3 4 3.02 SI 1 E CLEARING 5 6 A. Topsoil Removal: 7 1. Strip topsoil to depths encountered. 8 a. Remove heavy growths of grass before stripping. 9 b. Stop topsoil stripping sufficient distance from such trees to prevent 10 damage to main root system. 11 c. Separate from underlying subsoil or objectionable material. 12 2. Stockpile topsoil where directed. 13 a. Construct storage piles to freely drain surface water. 14 b. Seed or cover storage piles to prevent erosion. 15 3. Do not strip topsoil in wooded areas where no change in grade occurs. 16 4. Borrow topsoil: 17 a. Reasonably free of subsoil, objects over 2 INDIA, weeds and roots. 18 19 B. Clearing and Grubbing: 20 1. Clear from within limits of permanent construction easement all trees not 21 marked to remain. 22 a. Include shrubs, brush, downed timber, rotten wood, heavy growth of 23 grass and weeds, vines, rubbish, structures and debris. 24 2. Grub (remove) from within limits of permanent construction easement all 25 stumps, roots, root mats, logs and debris encountered. 26 3. Fill depressions caused by clearing and grubbing operations with satisfactory 27 soil material unless further excavation on earthwork is indicated. Place fill 28 material in horizontal layers not exceeding six inches loose depth and 29 thoroughly compact to a density equal to adjacent original ground. 30 4. No areas outside the permanent construction easement shall be cleared and 31 grubbed. 32 33 C. Disposal of Waste Materials: 34 1. Do not burn combustible materials on site. 35 2. Remove all waste materials from site. 36 3. Do not bury organic matter on site. 37 38 3.03 ACCEPTANCE 39 40 A. Upon completion of the site clearing, obtain Engineer's acceptance of the extent 41 of clearing, depth of stripping and rough grade. 42 43 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02221 -1 1 SECTION 02221 2 TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES 3 4 5 PART 1- GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Excavation, trenching, backfilling and compacting for all underground 11 utilities. 12 13 B. Related Sections include but are not necessarily limited to: 14 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 15 Contract. 16 2. Division 1 - General Requirements. 17 3. Section 02224 — Pipeline Undercrossings. 18 4. Division 15 - Mechanical 19 20 1.02 QUALITY ASSURANCE 21 22 A. Referenced Standards: 23 1. American Association of State Highway & Transportation Officials 24 (AASHTO): 25 a. T99, The Moisture - Density Relations of Soils Using a 5.5 LB Rammer 26 and a 12 IN Drop. 27 b. T180, Moisture - Density Relations of Soils Using a 10 LB Rammer and 28 an 18 lN Drop. 29 2. American Society for Testing and Materials (ASTM): 30 a. C33, Standard Specification for Concrete Aggregates. 31 b. D698, Test Method for Laboratory Compaction Characteristics of Soil 32 Using Standard Effort (12,400 ft- lb /ft3). 33 c. D1557, Test Method for Laboratory Compaction Characteristics of Soil 34 Using Modified Effort (56,000 ft- lbf/f(2,700 kN- m/m)). 35 d. D2487, Standard Classification of Soils for Engineering Purposes 36 (Unified Soil Classification System. 37 e. D4253, Standard Test Methods for Maximum Index Density of Soils 38 Using a Vibratory Table. 39 f. D4254, Minimum Index Density of Soils and Calculation of Relative 40 Density. 41 g. D558, Moisture- Density Relations of Soil Cement Mixtures. 42 07225.040.036 City of Round Rock October 1999 West Transmission Potable Water Pipeline 02221 -2 1 B. Qualifications: 2 1. As needed, hire an independent soils laboratory to verify Owner's testing 3 results of in -place moisture- density and proctors for embedment and backfill 4 material assuring all work complies with this Specification. 5 6 1.03 DEFINITIONS 7 8 A_ Excavation: 9 1. All excavation will be defined as unclassified. 10 11 1.04 SUBMITTALS 12 13 A. See Section 01340. 14 15 B. Submit test reports and fully document each with specific location or stationing 16 information, date, and other pertinent information. 17 18 C. Submit respective pipe or conduit manufacturer's data regarding methods of 19 installation and general recommendations. 20 21 D. Submit sieve analysis reports on all granular materials. 22 23 1.05 PROJECT CONDITIONS 24 25 A. Avoid overloading or surcharge a sufficient distance back from edge of 26 excavation to prevent slides or caving. Maintain and trim excavated materials in 27 such manner to be as little inconvenience as possible to public and adjoining 28 property owners. 29 30 B. Provide full access to public and private premises and fire hydrants, at street 31 crossings, sidewalks and other points as designated by Owner to prevent serious 32 interruption of travel. 33 34 C. Protect and maintain bench marks, monuments or other established points and 35 reference points and if disturbed or destroyed, replace items to full satisfaction 36 of Owner and controlling agency. 37 38 D. Verify location of existing underground utilities. Take precaution to avoid 39 damaging existing utilities. Contractor is responsible for costs associated with 40 repairing any damages to existing utilities. 41 42 07225.040.036 City of Round Rock October 1999 West Transmission Potable Water Pipeline SIEVE SIZE % RETAINED BY WEIGHT %z" 0 3/8" 0 -2 #4 40 -85 #10 95 -100 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17 18 19 20 21 22 23 24 25 1 PART 2 PRODUCTS 2 3 2.01 MATERIALS 4 5 A. Backfill Material: 6 1. As approved by the Soils Engineer. 7 2. Supply backfill as removed from trench where possible. Should material be 8 inconsistent with following criteria, provide imported material meeting USC 9 classification of either GW, GP, SW, or SP. 10 a. Free of rock, cobbles, roots, sod or other organic matter, and frozen 11 material. No granular material over 2 -IN DIA shall be used for backfill. 12 b. Moisture content at time of placement: 3 percent plus /minus of optimum 13 moisture content as specified in accordance with ASTM D698. 14 15 B. Subgrade Stabilization Materials: Provide subgrade stabilization material 16 consisting of ASTM C33 rock, 2" in diameter or larger. 26 27 28 PART 3 - EXECUTION 29 30 3.01 GENERAL 31 32 A. Remove and dispose of unsuitable materials as directed by Soils Engineer to site 33 provided by Owner. 34 35 3.02 EXCAVATION 36 37 A. Unclassified Excavation: 38 1. Remove rock, clay, silt, gravel, hard pan, loose shale, and loose stone as 39 required for complete and satisfactory installation of utility. All rock 40 excavation will be considered unclassified. No additional payment will be 07225.040.036 02221 -3 C. Embedment Materials: 1. As approved by the Soils Engineer. 2. Embedment materials: a. Sand shall not be used or accepted for embedment material b. Material shall be classified as stone, pea gravel, or another naturally occuring stone material conforming to ASTM C33 for stone quality and strictly meeting the following gradation specification. City of Round Rock October 1999 West Transmission Potable Water Pipeline 02221 -4 1 made for rock excavation. The lump sum price bid for pipe will include all 2 excavation, trenching, and backfilling. 3 4 B. Trench Excavation: 5 1. Excavate trenches by open cut method to depth shown on Drawings and 6 necessary to accommodate work. 7 2. Remove topsoil material as defined in Section 02260 and keep separate from 8 remaining excavated material. Reuse topsoil at top of backfill and grade to 9 match adjacent ground. In all cases, depth of topsoil shall be a minimum of 10 4 -IN. 11 3. Open trench outside buildings, units, and structures: 12 a. No more than the distance between two manholes, structures, units, or 13 600 LF, whichever is less. 14 b. Field adjust limitations as weather conditions dictate. 15 4. Any trench or portion of trench, which is opened and remains idle for 16 7 calendar days, or longer, as determined by the Owner, may be directed to 17 be immediately refilled, without completion of work, at no additional cost to 18 Owner. Said trench may not be reopened until Owner is satisfied that work 19 associated with trench will be prosecuted with dispatch. 20 5. Observe following trenching criteria: 21 a. Trench size. 22 1) Excavate width to accommodate free working space. 23 2) Maximum trench width at top of pipe or conduit may not exceed 24 outside diameter of utility service by more than indicated on the 25 Drawings. 26 3) Cut trench walls vertically from bottom of trench to 1 FT above top 27 of pipe, conduit, or utility service. 28 4) Keep trenches free of water. Include cost of dewatering in original 29 proposal. 30 31 3.03 PREPARATION OF FOUNDATION FOR PIPE LAYING 32 33 A. Over- Excavation: 34 1. Backfill and compact to 90 percent of maximum dry density per ASTM 35 D698. 36 2. Backfill with granular bedding material as option. 37 38 B. Rock Excavation: 39 1. Excavate minimum of 6 IN below bottom exterior surface of the pipe. 40 2. Backfill to grade with suitable earth or granular material. 41 3. Form bell holes in trench bottom. 42 43 C. Subgrade Stabilization: 44 1. Stabilize the subgrade when directed by the Owner. 07225.040.036 City of Round Rock October 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02221 -5 1 2. Observe the following requirements when unstable trench bottom materials 2 are encountered. 3 a. Notify Owner when unstable materials are encountered. 4 1) Define by drawing station locations and limits. 5 b. Remove unstable trench bottom caused by Contractor failure to dewater, 6 rainfall, or Contractor operations. 7 1) Replace with subgrade stabilization with no additional 8 compensation. 9 10 3.04 BACKFILLING METHODS 11 12 A. Do not backfill until tests to be performed on system show system is in full 13 compliance to specified requirements. 14 15 B. Contractor shall provide screening mechanism as required for verification that 16 backfill material is acceptable within gradation range specified. 17 18 C. Embedment Material: 19 1 Furnish where indicated on drawings, specified for trench embedment 20 conditions and for compacted backfill conditions up to 12 IN above top of 21 pipe or conduit. 22 2. Comply with the following: 23 a. Place backfill in lifts not exceeding 8 IN (loose thickness). 24 b. Hand - place, shovel - slice, and pneumatically -tamp all carefully 25 compacted backfill. 26 c. Observe specific pipe manufacturer's recommendations regarding 27 backfilling and compaction. 28 d. Compact each lift to specified requirements. 29 30 D. Compacted Backfill: 31 1. Perform in accordance with the following: 32 a. Place backfill in lift thicknesses capable of being compacted to densities 33 specified. 34 b. Observe specific pipe manufacturer's recommendations regarding 35 backfilling and compaction. 36 c. Avoid displacing joints and appurtenances or causing any horizontal or 37 vertical misalignment, separation, or distortion. 38 39 E. Cement Stabilized Material: 40 1. Perform in accordance with the following: 41 a. Cement stabilized material shall contain moist sandy soil and at least 2 42 sacks of portland cement material per cubic yard of mixed material. 43 Thoroughly mix sand and cement and place in lifts as required to meet 44 specified density. 07225.040.036 City of Round Rock October 1999 West Transmission Potable Water Pipeline LOCATION SOIL TYPE DENSITY 1. Embedment Material: All Locations Cohesionless Soils 75 percent of max relative density by ASTM D4253 and D4254 2. Common Trench Backfill: Under pavements roadways surfaces, within highway right-of-way Cohesive Soils 95 percent of max dry density by ASTM D698 Cohesionless Soils 60 percent of relative density by ASTM D4253 and D4254 Under turfed, sodded, plant seeded, non - traffic areas Cohesive Soils 90 percent of max dry density by ASTM D698 Cohesionless Soils 50 percent of relative density by ASTM D4253 and D4254 3. Cement Stabilized Bedding and Backfill Cement Stabilized Soil 90 percent of maximum dry density by ASTM D698 20 1 2 3 02221 -6 b. Observe specific pipe manufacturer's recommendations regarding backfilling and compaction. 4 F. Water flushing for consolidation is not permitted. 5 6 3.05 COMPACTION 7 8 9 10 11 12 13 14 15 16 17 18 19 A. General: 1. Place and assure bedding, backfill, and fill materials achieve an equal or "higher" degree of compaction than undisturbed materials adjacent to the work. 2. In no case shall degree of compaction below "Minimum Compaction" specified be accepted. B. Compaction Requirements: Unless noted otherwise on Drawings or more stringently by other sections of these Specifications, comply with following trench compaction criteria: MINIMUM COMPACTIONS 07225.040.036 City of Round Rock October 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,1 1 1 1 1 1 1 1 1 1 02221 -7 1 2 3.06 FIELD QUALITY CONTROL 3 4 A. Testing: 5 1. Owner will perform in -place moisture - density tests as deemed necessary. 6 2. Tests will be performed through recognized testing laboratory established by 7 Owner. 8 3. Additional tests will be performed until compaction meets or exceeds 9 requirements. 10 4. Costs of "Passing" tests paid by Owner. 11 5. Cost associated with "Failing" tests shall be paid by Contractor. 12 6. Reference to Engineer in this section will imply Soils Engineer when 13 employed by Owner and directed by Engineer to undertake necessary 14 inspections as approvals as necessary. 15 7. Assure Owner has immediate access for testing of all soils related work. 16 8. Ensure excavations are safe for testing personnel. 17 18 END OF SECTION 07225.040.036 City of Round Rock October 1999 West Transmission Potable Water Pipeline 2 3 4 5 6 7 8 P 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ' 33 34 35 36 37 38 ' 39 40 41 42 43 44 1 1 1 PART 1- GENERAL 1.01 SUMMARY SECTION 02224 PIPELINE BORING A. Section Includes: 1. Construction of pipe undercrossings. 02224 -1 B. Related Sections include but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 1 - General Requirements. 3. Section 02221 - Trenching, Backfilling, and Compacting for Utilities. 4. Section 15062 - Pipe: Ductile. 1.02 SUBMITTALS A. Shop Drawings: 1. See Section 01340. 2. Product technical data including: a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions. c. Compliance with submittal requirements of authority or agency having jurisdiction over undercrossing. B. Operation and Maintenance Manuals: 1. See Section 01340. PART 2 - PRODUCTS 2.01 MATERIALS A. Casing Pipe: 1. Structural grade steel new pipe material only: Minimum yield strength of 35,000 psi or greater as required by the permits. 2. Wall thickness: As noted. 3. Diameter: See Table 1. All bores to be performed using DIP as carrier pipe. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline CARRIER PIPE DIAMETER PIPE MATERIAL OPTION CASING DIAMETER/THICKNESS DIP PVC 24 -IN 36 -IN / 0.5625 -IN NA 30 -IN 42 -IN / 0.5625 -IN NA 36 -IN 48 -IN / 0.6250 -IN NA 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 02224 -2 1 TABLE 1: MINIMUM CASING DIAMETER 07225.040.036 B. Casmg spacer: 1 Casing spacers shall be Model 12G -2 as manufactured by Pipeline Seal & Insulator, Inc., Houston, TX, or equal. 2. Casing spacers shall have a minimum 14 gauge steel band and 10 gauge risers. The band, risers and connecting studs shall be welded, then pickled and cleaned at the factory before the application of a fluidized bed fusion bonded PVC coating of between 10-16 mils thickness. Epoxy coatings are not an acceptable alternative. 3. The spacer shall have a flexible PVC liner of 0.09 inch thickness with a Durometer "A" 85 -90 hardness. 4. The runners shall be of high pressure molded Glass Reinforced Polyester with a minimum compressive strength of 18,000 psi, 2 inch in width and a minimum 7 inches long. Polyethylene runners are not an acceptable alternative. 5. The runners shall be attached to the band or riser by 3/8 inch welded steel studs and lock nuts that shall be recessed in the runner. The recess shall be filled with a corrosion inhibiting filler. The band section shall be bolted together with cadmium plated studs, nuts and washers. 23 PART 3 - EXECUTION 24 25 3.01 INSTALLATION 26 27 A. General: 28 1. Install undercrossing to meet requirements of authority or agency having 29 jurisdiction over undercrossing. 30 2. Observe work requirements stipulated in any permit condition. 31 3. Consult Contract Drawings for limitation of construction right -of -way. 32 33 B. If installation of crossing is by jacking or dry boring, the following will be 34 required unless more rigid requirements are specified by the authority or agency 35 having jurisdiction over the crossing: 36 1. Diameter of the hole: Not exceeding diameter of casing by more than 1 -1/2 37 IN. 38 2. Pressure grout all voids outside of casing, including abandoned or 39 misaligned holes. Pressure grout shall be a minimum of 1,500 psi strength. City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02224 -3 1 3. Install grouted plug minimum of 2 FT deep at both ends of casing. The 2 upstream plug shall create a watertight seal between the casing and the 3 carrier pipe. The downstream plug shall be provided with weep holes. 4 4. Undercrossing casing: 5 a. Full lengths. 6 b. Weld pressure tight. 7 5. After casing is installed, install casing spacers and runners to each length of carrier pipe as shown on the plans to prevent displacement and pull pipe into 9 place. Pipe must be straight and centered in casing when in place. 10 6. Coordinate connections to system with Owner. 11 12 C. Backfill: 13 1. Compact backfill in full conformance with trench compaction criteria 14 specified in Section 02221. 15 16 D. Vegetation and Cover: 17 1. Topsoil disturbed areas and replace ground cover material comparable to 18 initial conditions. 19 20 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 02260 2 TOPSOILING AND FINISHED GRADING 3 4 5 PART1- GENERAL 6 7 1.01 SUMMARY 02260 -1 8 9 A. Section Includes: 10 1. Topsoiling and finished grading. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 02110 - Site Clearing. 17 4. Section 02221 - Trenching, Backfilling, and Compacting for Utilities. 18 5. Section 02270 - Soil Erosion and Sediment Control. 19 6. Section 02930 - Seeding. 20 21 C. Location of Work: All areas within limits of grading and all areas outside limits 22 of grading which are disturbed in the course of the work. 23 24 1.02 SUBMITTALS 25 26 A. Shop Drawings. 27 1. See Section 01340. 28 29 B. Project Data: 30 1. Test reports for furnished topsoil. 31 32 1.03 PROJECT CONDITIONS 33 34 A. Verify amount of topsoil stockpiled and determine amount of additional topsoil, 35 if necessary to complete work. 36 37 38 PART 2 - PRODUCTS 39 40 2.01 MATERIALS 41 42 A. Topsoil: 43 1. Original surface soil typical of the area. 44 2. Existing topsoil stockpiled under Section 02110. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 02260 -2 1 3. Capable of supporting native plant growth. 2 3 2.02 TOLERANCES 4 5 A. Finish Grading Tolerance: 0.1 FT plus/minus from required elevations. 6 7 8 PART 3 - EXECUTION 9 10 3.01 PREPARATION 11 12 A. Correct, adjust and/or repair rough graded areas. 13 1. Cut off mounds and ridges. 14 2. Fill gullies and depressions. 15 3. Perform other necessary repairs. 16 4. Bring all sub - grades to specified contours, even and properly compacted. 17 18 B. Loosen surface to depth of 2 IN, minimum. 19 20 C. Remove all stones and debris over 2 IN in any dimension. 21 22 3.02 ROUGH GRADE REVIEW 23 24 A. Reviewed by Engineer in Section 02110, Site Clearing. 25 26 3.03 PLACING TOPSOIL 27 28 A. Do not place when subgrade is wet or frozen enough to cause clodding. 29 30 B. Spread to compacted depth of 4 IN for all disturbed earth areas. 31 32 C. If topsoil stockpiled is less than amount required for work, furnish additional 33 topsoil at no cost to Owner. 34 35 D. Provide finished surface free of stones, sticks, or other material 1 IN or more in 36 any dimension. 37 38 E. Provide finished surface smooth and true to required grades. 39 40 F. Restore stockpile area to condition of rest of finished work. 41 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02260 -3 1 3.04 ACCEPTANCE 2 3 A. Upon completion of topsoiling, obtain Engineer's acceptance of grade and 4 surface. 5 6 B. Make test holes where directed to verify proper placement and thickness of 7 topsoil. 9 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 02270 2 SOIL EROSION AND SEDIMENT CONTROL 3 4 5 PART 1 GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Soil erosion and sediment control. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 02110 — Site Clearing. 17 4. Section 02221 - Trenching, Backfilling, and Compacting for Utilities. 18 5. Section 02260 - Topsoiling and Finished Grading. 19 6. Section 02930 — Seeding. 20 21 1.02 QUALITY ASSURANCE 22 23 A. Referenced Standards: 24 1. Erosion control standards: "Standards and Specifications for Soil Erosion 25 and Sediment Control in Developing Areas" by the U.S. Department of 26 Agriculture, Soil Conservation Service, College Park, Maryland. 27 2. City of Austin Erosion and Sediment Control Manual. 28 29 1.03 DEFINITIONS 30 31 A. Temporary Diversions: A temporary ridge or excavated channel or combination 32 ridge and channel constructed across sloping land on a predetermined grade. 33 34 B. Sediment Fence (Silt Fence): A temporary sediment barrier consisting of filter 35 fabric buried at the bottom, stretched, and supported by posts. 36 37 C. Seeding: Preparation of topsoil and planting of vegetation to prevent soil 38 erosion. 39 40 07225.040.036 02270 -1 City of Round Rock November 1999 West Transmission Potable Water Pipeline PHYSICAL PROPERTY 1 REQUIREMENTS Filtering Efficiency 85% (min.) Tensile Strength at 20% (max.) Elongation Standard Strength: 30 lb/lin. In. (min.) Extra Strength: 50 lb/lin. in. (min.) Slurry Flow Rate 0.3 gal/sq. ft. /min. (min.) 02270 -2 5 A. Temporary Diversion: Use soil available at site, seed, lime, fertilizer. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 PART 2- PRODUCTS 2 3 2.01 MATERIALS 4 B. Sediment Fence (Silt Fence): 1. Use a synthetic filter fabric or a pervious sheet of polypropylene, nylon, polyester, or polyethylene yarn, which is certified by the manufacturer or supplier as conforming to the requirements shown in Table No. 1. Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0 to 120 DegF. C. Seeding: See Section 02930. TABLE NO. 1 20 PART 3 - EXECUTION 21 22 3.01 PREPARATION 23 24 A. Prior to General Stripping Topsoil and Excavating: 25 1. Install perimeter dikes and swales. 26 2. Excavate and shape sediment basins and traps_ 27 3. Construct pipe spillways and install stone filter where required. 28 4. Machine compact all berms, dikes and embankments for basins and traps. 29 5. Install straw bales where indicated. 30 a. Provide two stakes per bale. 31 b. First stake angled toward previously installed bale to keep ends tight 32 against each other. 33 34 B. Construct sediment traps where indicated on Drawings during rough grading as 35 grading progresses. 36 37 C. Temporarily seed basin slopes and topsoil stockpiles: 38 1. Rate: 1/2 LB /1000 SF. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02270 -3 1 2. Reseed as required until good stand of grass is achieved. 2 3 102 INSTALLATION 4 5 A. Temporary Diversions: 6 1. Remove and dispose of vegetation or other objectionable material. 7 2. Excavate parabolic, trapezoidal, or V- shaped channel with a side slope of 8 2:1 or flatter, 3:1 where vehicles cross. 9 3. A permanent vegetative cover is required for diversion channels with grades 10 between 0.2 and 3 percent. 11 4. Ensure that the minimum cross - section meets all design requirements and 12 that the top of the dike is not lower at any point than the design elevation 13 plus the specified settlement. 14 5. Provide sufficient room around diversions to permit regrading and clean-out. 15 6. Vegetate the ridge immediately after construction, unless it will remain in 16 place less than 30 working days. 17 18 B. Sediment Fence (Silt Fence): 19 1. Construct the sediment barrier of the specified synthetic filter fabrics. 20 2. Ensure that the height of the sediment fence does not exceed 18 IN above 21 the ground surface. (Higher fences may impound volumes of water 22 sufficient to cause failure of the structure.) 23 3. Construct the filter fabric from a continuous roll cut to the length of the 24 barrier to avoid joints. When joints are necessary, securely fasten the filter 25 cloth only at a support post with overlap to the next post. 26 4. Support standard strength filter fabric by wire mesh fastened securely to the 27 upslope side of the posts using heavy -duty wire staples at least 1 IN long, or 28 the wires. Extend the wire mesh support to the bottom of the trench. 29 5. When a wire mesh support fence is used, space posts a maximum of 8 FT 30 apart. Support posts should be driven securely into the ground to a 31 minimum of 18 IN. 32 6. Extra strength filter fabric with 6 -FT post spacing does not require wire 33 mesh support fence. Staple or wire the filter fabric directly to posts. 34 7. Excavate a trench approximately 4 IN wide and 8 IN deep along the 35 proposed line of posts and upslope from the barrier. 36 8. Backfill the trench with compacted soil or gravel placed over the filter 37 fabric. 38 9. Do not attach filter fabric to existing trees. 39 40 C. Seeding: See Section 02930. 41 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 02270-4 1 3.03 MAINTENANCE 2 3 A. Temporary Diversions: 4 1. Inspect weekly and, after every rainfall, remove sediment from the flow area 5 and repair the diversion ridges. Also check and maintain outlets. 6 2. When the protected area is permanently stabilized, remove the ridges and the 7 channel to blend with the natural ground level and appropriately stabilize it. 8 9 B. Sediment Fence (Silt Fence): 10 1. Inspect sediment fences at least once a week and after each rainfall. Make 11 any required repairs immediately. 12 2. Should the fabric of a sediment fence collapse, tear, decompose, or become 13 ineffective, replace it promptly. Replace burlap every 60 days. 14 3. Remove sediment deposits as necessary to provide adequate storage volume 15 for the next rain and to reduce pressure on the fence. Take care to avoid 16 undermining the fence during cleanout. 17 4. Remove all fencing materials and unstable sediment deposits and bring the 18 area to grade. Stabilize it after the contributing drainage area has been 19 properly stabilized. 20 21 C. Seeding. See Section 02930. 22 23 3.04 UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION 24 25 A. Eliminate basins, dikes, traps, etc. 26 27 B. Grade to finished or existing grades. 28 29 C. Fine grade all remaining earth areas, then seed and mulch. 30 31 END OF SECTION 32 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02930 -1 1 SECTION 02930 2 SEEDING 3 4 5 PART 1 - GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Seeding of all areas disturbed as a result of construction activities. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Bidding Requirements, Contract Forms, and General Terms and 14 Conditions of the Contract. 15 2. Division 1 - General Requirements. 16 3. Section 02260 - Topsoiling & Finished Grading. 17 18 1.02 QUALITY ASSURANCE 19 20 A. Referenced Standards: 21 1. Standard Methods of the Association of Official Agricultural Chemists. 22 2. United States Department of Agriculture, (USDA): 23 a. Federal Seed Act. 24 3. Standard Specifications for Construction and Maintenance of Highways, 25 Streets and Bridges, Texas Department of Transportation. 26 27 1.03 SUBMITTALS 28 29 A. Shop Drawings: 30 1. See Section 01340. 31 2. Certification: 32 a. Certify each container of seed delivered will be labeled in accordance 33 with Federal and State Seed Laws and equals or exceeds Specification 34 requirements. 35 3. Other documents: 36 a. Copies of invoices for fertilizer, seed, and cellulose fiber mulch used 37 on Project showing grade furnished, along with certification of quality 38 and warranty. Ensure each lot of fertilizer is subject to sampling and 39 testing, at discretion of Engineer, in accordance with current methods 40 of Association of Official Agricultural Chemists. Furnish 41 identification tags from all bags of seed used on the project. Upon 42 completion of Project, a final check of total quantities of fertilizer, 43 seed, and cellulose fiber mulch used will be made against total area 44 seeded, and if minimum rates of application have not been met, 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline PLANTING RATES SEED MIXTURE LBS PURE LIVE SEED PER 1000 SF 9/15 — 3/1 Bermudagrass (unhulled) 1.0 Winter Rye 7.0 Total 8.0 3/2 — 9/14 Bermudagrass (hulled) 4.0 1 Engineer may require distribution of additional quantities to make up 2 minimum application specified. 3 4. Soils analysis and fertilizer recommendations prepared by an independent, 4 qualified testing laboratory or agency. 5 6 7 PART2- PRODUCTS 8 9 2.01 GENERAL 10 11 A. Topsoil: See Section 02260. 12 13 B. Fertilizer: Complete, soluble fertilizer, uniform in composition, dry and 14 free - flowing, part of the elements of which are derived from organic sources. 15 It shall contain the following percentages by weight: 16 Nitrogen (N) 16 Phosphorus (P) 20 Potassium (K) 10 17 Deliver fertilizers mixed as specified, in standard size, unopened containers, 18 showing weight, analysis and name of manufacturer. Store in a weatherproof 19 storage place and in such a manner that the fertilizer will be kept dry and its 20 effectiveness not impaired. If and when bulk delivery and spreading of 21 fertilizer is authorized, provide with a notarized, written affidavit certifying 22 weight and analysis of the fertilizer. 23 24 25 26 27 28 29 30 31 32 33 34 02930 -2 C. Grass Seed: Fresh, clean, new crop seed mixed in the proportions indicated in Table 1. All seed shall have a purity of 95% with a germination of 90 %. TABLE 1 — SEED MIXTURES D. Mulch: Cellulose Fiber Mulch produced from grinding clean, whole wood chips with a labeled ash content not to exceed 7 %, designed for use in conventional hydraulic mulching of grass seed with fertilizers and other additives and shall be such that when applied, will form a strong, moisture - retaining mat without the need of an asphalt binder. 35 E. Water: Provide water for the execution of this work and maintenance until 36 Project Acceptance, capable of initiating and supporting plant growth, and free 37 of harmful or deleterious substances. 38 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02930 -3 1 F. Erosion Control Blanket: 100% straw with lightweight photodegradable 2 netting on both sides. Netting sewn on 3 IN center or less. Minimum roll 3 width 7.5 FT. Approved products include: 4 1. Straw Mat by Erosion Control Systems, Tuscaloosa, A.L. 5 2. S2 Straw Blanket by BonTerra America, Moscow, ID. 6 3. Or approved equal. 7 8 9 PART 3 - EXECUTION 10 11 3.01 GENERAL 12 13 A. Seed all areas disturbed by construction activities (areas which are filled, 14 excavated, receiving topsoil, or have lost vegetative cover due to construction 15 activities). 16 17 B. Plant seed within 30 days of completion of earthwork, grading, and topsoiling 18 to minimize erosion. 19 20 C. Do not commence work until topsoil is applied and fine grading is complete in 21 the area to be seeded. 22 23 D. Apply seed prior to installation of erosion control blanket. 24 25 3.02 PREPARATION 26 27 A. Cultivate all areas to be seeded to a depth of 4 IN. 28 29 B. Lightly roll or compact cultivated areas. 30 31 3.03 CELLULOSE FIBER MULCH SEEDING (HYDROMULCHING) 32 33 A. Seeding may be done whenever the weather and soil conditions are favorable, 34 or as otherwise authorized by the Engineer. 35 36 B. Application Rates: 37 1. Seed: See paragraph 2.01. Application rates are specified in pounds of 38 pure live seed per 1000 SF. Adjust actual application rates as necessary 39 depending on PLS of seed delivered to the project to achieve the 40 application rates specified. 41 2. Fertilizer: 2 LBS /1000 SF (Dry weight) or as necessary as determined by 42 soils analysis approved by the Engineer. 43 3. Cellulose Fiber Mulch: 45 LBS /1000 SF (Dry weight). 44 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 02930 -4 1 C. Uniformly distribute the seed or seed mixture over all areas to receive 2 hydromulch. All varieties of seed, fertilizer, and cellulose fiber may be 3 distributed at the same time at the specified rate after being mixed and agitated 4 in the hydromulching machine for at least ten (10) minutes, in order to provide 5 a homogeneous mixture. Apply this mixture as a water slurry and achieve an 6 even, solid cover. 7 8 D. Protect all areas not to receive the hydromulch mixture from direct or 9 over - spray. Remove and clean all hydromulch from buildings, irrigation 10 equipment, trees, shrubs, curbs, pavement, fire hydrants, light and utility poles 11 and other site improvements. 12 13 E. Apply Specified type and quantity of fertilizer at start of first growing season 14 after application of hydroseeding mixture. 15 16 F. Install erosion control blanket immediately after hydroseeding to minimize 17 potential for erosion. Install approved blanket at locations indicated on the 18 Drawings or where slopes exceed 10 percent. Install in accordance with 19 manufacturer's instructions. 20 21 3.04 MAINTENANCE AND PROTECTION 22 23 A. Maintain turf areas until Project Acceptance by means of watering, fertilizing, 24 and re- seeding as necessary to establish a vigorous, healthy stand of grass. 25 26 B. Any turfed areas not showing sufficient growth within the twelve month 27 warranty period shall be prepared and re- hydromulched as specified. 28 "Sufficient growth" is defined as 85% cover with no bare areas exceeding 29 16 SF in area. 30 31 C. Protect all turf areas from erosion, rutting, or other damage. Correct all 32 damage which occurs by applying fresh topsoil and re- seeding. 33 34 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 DrvJsroN 3 CONCRETE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 3 4 5 1 6 7 8 9 10 11 12 13 14 15 16 17 ' 18 19 20 ' 21 22 23 24 25 26 27 28 29 ' 30 31 32 33 34 35 36 37 38 ' 39 40 41 ' 42 43 44 1 45 46 1 1 PART 1- GENERAL 1.01 SUMMARY 07225.040.036 SECTION 03002 CONCRETE A. Section Includes: 1. Cast -in -place concrete and grout. 2. Precast concrete valve vaults. 03002 -1 B. Related Sections include but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 1 - General Requirements. 3. Division 2 - Site Work. 1.02 QUALITY ASSURANCE A. Referenced Standards: 1. American Concrete Institute (ACI): a. 116R, Cement and Concrete Terminology. b. 211.1, Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete. c. 211.2, Standard Practice for Selecting Proportions for Structural Lightweight Concrete. d. 212.3R, Chemical Admixtures for Concrete. e. 304R, Guide for Measuring, Mixing, Transporting, and Placing Concrete. f. 304.2R, Placing Concrete by Pumping Methods. g. 305R, Hot Weather Concreting. h. 306R, Cold Weather Concreting. i. 318, Building Code Requirements for Structural Concrete. j. 347R, Recommended Practice for Concrete Formwork. 2. American Society for Testing and Materials (ASTM): a. A82, Standard Specification Steel Wire, Plain, for Concrete Reinforcement. b. A185, Standard Specification for Steel Welded Wire Fabric, Plain, for Concrete Reinforcement. c. A615, Standard Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement (Including Supplementary Requirements S1). d. A775, Standard Specification for Epoxy- Coated Reinforcing Steel Bars. e. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. City of Round Rock November 1999 West Transmission Potable Water Pipeline 03002 -2 1 f. C33, Standard Specification for Concrete Aggregates. 2 g. C39, Standard Test Method for Compressive Strength of Cylindrical 3 Concrete Specimens. 4 h. C94, Standard Specification for Ready -Mixed Concrete. 5 i. C138, Standard Method of Test for Unit Weight, Yield, and Air Content 6 (Gravimetric) of Concrete. 7 j. C143, Standard Test Method for Slump of Hydraulic Cement Concrete. 8 k. C150, Standard Specification for Portland Cement. 9 1. C157, Standard Test Method for Length Change of Hardened Hydraulic 10 Cement Mortar and Concrete. 11 m. C171, Standard Specification for Sheet Materials for Curing Concrete. 12 n. C172, Standard Practice for Sampling Freshly Mixed Concrete. 13 o. C173, Standard Test Method for Air Content of Freshly Mixed Concrete 14 by the Volumetric Method. 15 p. C231, Standard Test Method for Air Content of Freshly Mixed Concrete 16 by the Pressure Method. 17 q. C260, Standard Specification for Air Entraining Admixtures for 18 Concrete. 19 r. C289, Standard Test Method for Potential Alkali- Silica Reactivity of 20 Aggregates (Chemical Method). 21 s. C309, Standard Specification for Liquid Membrane - Forming 22 Compounds for Curing Concrete. 23 t. C330, Standard Specification for Lightweight Aggregates for Structural 24 Concrete. 25 u. C494, Standard Specification for Chemical Admixtures for Concrete. 26 v. C496, Standard Test Method for Splitting Tensile Strength of Cylindrical 27 Concrete Specimens. 28 w. C567, Standard Test Method for Unit Weight of Structural Lightweight 29 Concrete. 30 x. C595, Standard Specification for Blended Hydraulic Cements. 31 y. C618, Standard Specification for Coal Fly Ash and Raw or Calcined 32 Natural Pozzolan for Use as a Mineral Admixture in Concrete. 33 z. D1056, Standard Specification for Flexible Cellular Materials Sponge or 34 Expanded Rubber. 35 3. Federal Specification (FS): 36 a. LLL- B -810B, Building Board, (Hardboard) Hard Pressed, Vegetable 37 Fiber. 38 4. Corps of Engineers: Specification CRD -0572 Polyvinyl Waterstops. 39 40 B. Quality Control: 41 1. Concrete testing agency. 42 a. Contractor to employ and pay for services of a testing laboratory to: 43 1) Perform materials evaluation. 44 2) Design concrete mixes. 45 b. Concrete testing agency to meet requirements of ASTM E329. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 2 ' 3 4 5 6 7 8 9 10 11 ' 12 13 14 15 16 17 18 19 20 ' 21 22 23 24 25 26 ' 27 28 29 30 31 32 ' 33 34 35 36 37 38 ' 39 40 41 ' 42 43 44 45 46 1 1 2. Do not begin concrete production until proposed concrete mix design has been approved by Engineer. a. Approval of concrete mix design by Engineer does not relieve Contractor of his responsibility to provide concrete that meets the requirements of this Specification. 3. Adjust concrete mix designs when material characteristics, job conditions, weather, strength test results or other circumstances warrant. a. Do not use revised concrete mixes until submitted to and approved by Engineer. C. Qualifications: 1. Ready mixed concrete batch plant certified by National Ready Mixed Concrete Association (NRMCA). 1.03 DEFINITIONS 03002 - 3 A. Per ACI 116R except as modified herein: 1. Concrete fill: Non - structural concrete. 2. Concrete Testing Agency: Testing agency employed to perform materials evaluation, design of concrete mixes or testing of concrete placed during construction. 3. Exposed concrete: Exposed to view after construction is complete. 4. Indicated: Indicated by Contract Documents. 5. Lean concrete: Concrete with low cement content. 6. Lightweight concrete: Concrete intentionally made to have low density by use of lightweight aggregate covered by ASTM C330 or mixture of lightweight and normal weight aggregates producing a concrete with an air dry unit weight of 115 LBS per cubic foot or less. 7. Non - exposed concrete: Not exposed to view after construction is complete. 8. Required: Required by Contract Documents. 9. Specified strength: Specified compressive strength at 28 days. 10. Submitted: Submitted to Engineer. 1.04 SUBMITTALS A. Shop Drawings: 1. See Section 01340. 2. Concrete mix designs proposed for use. Concrete mix design submittal to include the following information: a. Sieve analysis and source of fine and coarse aggregates. b. Test for aggregate organic impurities. c. Test for deleterious aggregate per ASTM C289. d. Proportioning of all materials. e. Type of cement with mill certificate for cement. f. Type of fly ash with certificate of conformance to specification requirements. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 03002-4 1 g. Slump. 2 h. Air content. 3 i. Brand, type, ASTM designation, and quantity of each admixture 4 proposed for use. 5 j. 28 -day cylinder compressive test results of trial mixes per ACI 318 and 6 as indicated herein. 7 k. Shrinkage test results. 8 1. Standard deviation value for concrete production facility. 9 3. Manufacturer and type of joint filler, joint sealant, curing agent and chemical 10 floor hardener. 11 4. Manufacturer and type of bonding and patching mortar and bonding 12 adhesive used at construction joints. 13 5. Manufacturer and type of non - shrink grout and the cure/seal compound 14 required for the non - shrink grout. 15 6. Reinforcing steel: Show grade, sizes, number, configuration, spacing, 16 location and all fabrication and placement details. 17 a. In sufficient detail to permit installation of reinforcing without having to 18 make reference to Contract Drawings. 19 b. Obtain approval of shop drawings by Engineer before fabrication. 20 c. Mill certificates. 21 7. Strength test results of in place concrete including slump, air content and 22 concrete temperature. 23 8. Shop drawings and erection plans for precast vaults, their connections and 24 supports showing: 25 a. Size, configuration, location and quantity of reinforcing bars. 26 b. Size and location of openings verified by Contractor. 27 c. Size, number, and locations of embedded metal items and connections. 28 d. Required concrete strengths. 29 e. Identification mark of each vault. 30 f. Final installation requirements. 31 9. Do not make shop drawings using reproductions of, or making reference to, 32 design drawings. 33 10. Submit in writing any requests for modifications to Drawings and 34 Specifications. Submitting shop drawings for review does not constitute "in 35 writing " unless it is brought to the attention of the Engineer that specific 36 changes are being requested. 37 11. Calculations for precast vaults designed by fabricator: Calculations to be 38 sealed by a professional Structural Engineer registered in the State in which 39 the Project is constructed. Perform calculations using the loads shown on the 40 Drawings and indicated in this Specification Section. 41 12. Concrete mix design(s) for precast vaults including submittal information as 42 defined. 43 13. Copies of source quality control tests. 44 14. Certification of manufacturer's testing facility qualifications. 45 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 2 ' 3 4 5 6 7 8 1 9 10 11 12 13 14 15 16 17 18 19 20 1 21 22 23 24 25 26 27 28 29 30 31 32 ' 33 34 35 ' 36 37 38 1 39 40 41 1 42 43 44 ' 45 46 1 1 1.05 DELIVERY, STORAGE, AND HANDLING 03002 -5 A. Storage of Material: 1. Cement and fly ash: a. Store in moistureproof, weathertight enclosures. b. Do not use if caked or lumpy. 2. Aggregate: a. Store to prevent segregation and contamination with other sizes or foreign materials. b. Obtain samples for testing from aggregates at point of batching. c. Do not use frozen or partially frozen aggregates. d. Do not use bottom 6 IN of stockpiles in contact with ground. e. Allow sand to drain until moisture content is uniform prior to use. 3. Admixtures: a. Protect from contamination, evaporation, freezing, or damage. b. Maintain within temperature range recommended by manufacturer. c. Completely mix solutions and suspensions prior to use. 4. Reinforcing steel: a. Support and store all rebars above ground. B. Delivery: 1. Concrete: a. Prepare a delivery ticket for each load for ready -mixed concrete. b. Truck operator shall hand ticket to Engineer at the time of delivery. c. Ticket to show: 1) Mix identification mark. 2) Quantity delivered. 3) Amount of each material in batch. 4) Outdoor temp in the shade. 5) Time at which cement was added. 6) Numerical sequence of the delivery. 7) Amount of water added. 2. Reinforcing steel: Ship to jobsite with attached plastic or metal tags with permanent mark numbers. a. Mark numbers to match shop drawing mark number. PART 2- PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Non - shrink, non - metallic grout: a. Sika "SikaGrout 212." b. Gifford Hill "Supreme Grout." 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 03002 -6 1 c. Master Builders "Masterflow 713." 2 d. Or equal. 3 2. Epoxy grout: 4 a. Master Builders "Brutem MPG." 5 b. Euclid Chemical Company, "High Strength Grout." 6 c. Or equal. 7 3. Expansion joint fillers: 8 a. Permaglaze Co. 9 b. Rubatex Corp. 10 c. Williams Products, Inc. 11 d. Or equal. 12 4. Form coating: 13 a. Richmond "Rich Cote." 14 b. Industrial Lubricants "Nox -Crete Form Coating." 15 c. Protex 'Pro- Cote." 16 d. Or equal. 17 5. Prefabricated forms: 18 a. Simplex "Industrial Steel Frame Forms." 19 b. Symons "Steel Ply." 20 c. Universal "Uniform." 21 d. Or equal. 22 6. Precast concrete vaults. 23 a. The Quickset Organization. 24 b. Gifford Hill American. 25 26 2.02 MATERIALS 27 28 A. Portland Cement: Conform to ASTM C150 Type I or III. 29 30 B. Fly Ash: 31 1. ASTM C618, Class F. 32 2. Non - staining. 33 a. Hardened concrete containing fly ash to be uniform light gray color. 34 3. Maximum loss on ignition: 6 percent. 35 4. Compatible with other concrete ingredients. 36 5. Obtain proposed fly ash from a source approved by the State Highway 37 Department in the state where the Project is located for use in concrete for 38 bridges. 39 40 C. Admixtures: 41 1. Air entraining admixtures: ASTM C260. 42 2. Water reducing, retarding, and accelerating admixtures: 43 a. ASTM C494 Type A through E. 44 b. Conform to provisions of ACI 212.3R. 45 c. DO NOT use retarding or accelerating admixtures unless specifically 46 approved in writing by Engineer and at no cost to Owner. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 03002 -7 1 d. Follow manufacturer's instructions. 2 e. Use chloride free admixtures only. 3 3. Maximum total water soluble chloride ion content contributed from all 4 ingredients of concrete including water, aggregates, cementitious materials 5 and admixtures by weight percent of cement: 6 a. 0.10 all concrete. 7 4. Do not use calcium chloride. 8 5. Pozzolanic admixtures: ASTM C618. 9 6. Provide admixtures of same type, manufacturer and quantity as used in 10 establishing required concrete proportions in the mix design. 11 12 D. Water: Potable, clean, free of oils, acids and organic matter. 13 14 E. Aggregates: 15 1. Normal weight concrete: ASTM C33, except as modified below. 16 2. Fine aggregate: Clean natural sand. 17 a. No manufactured or artificial sand. 18 3. Coarse aggregate: Crushed rock, natural gravel, or other inert granular 19 material. 20 a. Maximum amount of clay or shale particles: 1 percent. 21 4. Gradation of coarse aggregate: 22 a. Lean concrete: Size #7. 23 b. All other concrete: Size #57 or #67. 24 25 F. Concrete Grout: 26 1. Non -shrink non - metallic grout: 27 a. Non - metallic, non - corrosive, non - staining, premixed with only water to 28 be added. 29 b. Grout to produce a positive but controlled expansion. 30 c. Mass expansion not to be created by gas liberation. 31 d. Minimum compressive strength of non -shrink grout at 28 days: 5000 psi. 32 2. Epoxy grout: 33 a. 3- component epoxy resin system. 34 1) Two liquid epoxy components. 35 2) One inert aggregate filler component. 36. b. Each component packaged separately for mixing at jobsite. 37 38 G. Reinforcing Steel: 39 1. Reinforcing bars: ASTM A615, Grade 60. 40 2. Welded wire fabric: ASTM A185. 41 a. Minimum yield strength: 60,000 psi. 42 3. Column spirals: ASTM A82. 43 44 H. Forms: 45 1. Prefabricated or job built. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 03002 -8 1 2. Plywood: PSI, waterproof, resin bonded, exterior -type Douglas Fir. 2 a. Face adjacent to concrete Grade B or better. 3 3. Fiberboard: Fed Spec LLL-B -810, Type IX, tempered, waterproof, screen 4 back, concrete form hardboard. 5 4. Lumber: Straight; uniform width and thickness; and free from knots, offsets, 6 holes, dents, and other surface defects. 7 5. Chamfer strips: Clear white pine, surface against concrete planed. 8 6. Form ties: Removable end, permanently embedded body type with cones on 9 outer ends not requiring auxiliary spreaders. 10 a. Cone diameter: 3/4 IN minimum to 1 IN maximum. 11 b. Embedded portion 1 IN minimum back from concrete face. 12 c. If not provided with threaded ends, constructed for breaking off ends 13 without damage to concrete. 14 7. Form release: Non - staining and shall not prevent bonding of future finishes 15 to concrete surface. 16 17 I. Chairs, Runners, Bolsters, Spacers, and Hangers: 18 1. Stainless steel, epoxy coated, or plastic coated metal. 19 a. Plastic coated: Rebar support tips in contact with the forms only. 20 21 J. Liquid Chemical Floor Hardener: 22 1. Colorless, aqueous solution containing a blend of magnesium fluosilicate 23 and zinc fluosilicate combined with a wetting agent 24 a. Not less than 2 LB fluosilicate per gallon. 25 2. Provide material that does not react with, inhibit, or otherwise interfere with 26 adhesives and bonding of future floor finishes. 27 28 K. Vapor Barrier: Clear 6 -mil thick polyethylene conforming to ASTM C171 29 unless as noted on the drawings. 30 31 L. Membrane Curing Compound: ASTM C309, Type I -D. 32 1. Resin based, dissipates upon exposure to UV light. 33 2. Curing compound shall not prevent bonding of any future coverings, 34 coatings or finishes 35 36 M. Expansion Joint Filler: 37 1. In contact with sewage: Closed cell neoprene: 38 a. ASTM D1056, Class SC (oil resistant and medium swell) of 2 to 5 psi 39 compression deflection (Grade SCE41). 40 2. Other use: Asphalt impregnated fiber type. 41 42 2.03 CONCRETE MIXES 43 44 A. General: 45 1. All concrete to be ready mixed concrete conforming to ASTM C94. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline TYPE WEIGHT SPECIFIED STRENGTH Concrete Fill & Trust Blocks Normal weight 3000 psi Lean Concrete Normal weight 3000 psi All other Concrete Normal weight 4000 psi 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2. Provide concrete of specified quality capable of being placed without segregation and, when cured, of developing all properties required. 3. All concrete to be normal weight concrete except where lightweight concrete is indicated on Drawings. B. Strength: 1. Provide specified strength and type of concrete for each use in structure(s) as follows: *Minimum 28 -day compressive strength. C. Air Entrainment: Provide air entrainment in all concrete resulting in a total air content percent by volume as follows: MAX AGGREGATE SIZE 1 TOTAL AIR CONTENT PERCENT 11Nor3 /41N 1/2 IN 6 to 8 5 to 7 03002 -9 1. Air content to be measured in accordance with ASTM C231, ASTM C173, or ASTM C138. 19 D. Slump: 4 IN maximum, 1 IN minimum. 20 1. Measured at point of discharge of the concrete into the concrete construction 21 member. 22 2. Concrete of lower than maximum slump may be used provided it can be 23 properly placed and consolidated. 24 3. Pumped concrete: 25 a. Provide additional water at batch plant to allow for slump loss due to 26 pumping. 27 b. Provide only enough additional water so that slump of concrete at 28 discharge end of pump hose does not exceed maximum slump specified 29 above. 30 4. Determine slump per ASTM C143. 31 32 E. Selection of Proportions: 33 1. General - Proportion ingredients to: 34 a. Produce proper workability, durability, strength, and other required 35 properties. 36 b. Prevent segregation and collection of excessive free water on surface. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 03002 -10 2. Minimum cement contents and maximum water cement ratios for concrete to be as follows: 3. Substitution of fly ash: a. Maximum of 15 percent by weight of cement at rate of 1 LB fly ash for 1 LB of cement. 4. Sand cement grout: a. Three parts sand. b. One part portland cement. c. Entrained air: Six percent plus or minus one percent. d. Sufficient water for required workability. e. Minimum 28 -day compressive strength: 3,000 psi. 5. Submit mix design data as required by this specification section. 6. Normal weight concrete: Proportion mixture to provide desired characteristics using one of methods described below: a. Method 1 (Trial Mix): Per ACI 318, Chapter 5, except as modified herein. 1) Air content within range specified above. 2) Record and report temperature of trial mixes. 3) Proportion trial mixes per ACI 211.1. b. Method 2 (Field Experience): Per ACI 318, Chapter 5, except as modified herein: 1) Field test records must be acceptable to Engineer to use this method. 2) Test records shall represent materials, proportions and conditions similar to those specified. 7. Required average strength to exceed the specified 28 -day compressive strength by the amount determined or calculated in accordance with the requirements of paragraph 5.3 of ACI 318 using the standard deviation of the proposed concrete production facility as described in paragraph 5.3.1 of ACI 318. F. Allowable Shrinkage: 0.048 percent per ASTM C157. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MINIMUM CEMENT, LB /CY MAXIMUM AGGREGATE SIZE, MAXIMUM WATER TO SPECIFIED (IN) CEMENT STRENGTH 1/2 ( 3/4 ! 1 RATIO BY WEIGHT 3000 517 517 0.45 4000 611 611 611 0.45 5000 - - -- 686 665 0.40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 03002 -10 2. Minimum cement contents and maximum water cement ratios for concrete to be as follows: 3. Substitution of fly ash: a. Maximum of 15 percent by weight of cement at rate of 1 LB fly ash for 1 LB of cement. 4. Sand cement grout: a. Three parts sand. b. One part portland cement. c. Entrained air: Six percent plus or minus one percent. d. Sufficient water for required workability. e. Minimum 28 -day compressive strength: 3,000 psi. 5. Submit mix design data as required by this specification section. 6. Normal weight concrete: Proportion mixture to provide desired characteristics using one of methods described below: a. Method 1 (Trial Mix): Per ACI 318, Chapter 5, except as modified herein. 1) Air content within range specified above. 2) Record and report temperature of trial mixes. 3) Proportion trial mixes per ACI 211.1. b. Method 2 (Field Experience): Per ACI 318, Chapter 5, except as modified herein: 1) Field test records must be acceptable to Engineer to use this method. 2) Test records shall represent materials, proportions and conditions similar to those specified. 7. Required average strength to exceed the specified 28 -day compressive strength by the amount determined or calculated in accordance with the requirements of paragraph 5.3 of ACI 318 using the standard deviation of the proposed concrete production facility as described in paragraph 5.3.1 of ACI 318. F. Allowable Shrinkage: 0.048 percent per ASTM C157. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 3 4 5 6 7 8 ' 9 10 11 ' 12 13 14 15 16 17 18 19 20 ' 21 22 23 ' 24 25 26 27 28 29 ' 30 31 32 ' 33 34 35 ' 36 37 38 ' 39 40 41 ' 42 43 44 ' 45 1 PART 3 - EXECUTION 3.01 FORMING AND PLACING CONCRETE 03002 -11 A. General: 1. Contractor is responsible for design and erection of formwork. 2. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position. a. Allowable tolerances: As recommended in ACI 347R. 3. Provide slabs and beams of minimum indicated depth when sloping foundation base slabs or elevated floor slabs to drains. a. For slabs on grade, slope top of subgrade to provide floor slabs of minimum uniform indicated depth. b. Do not place floor drains through beams. B. Openings: Provide openings in formwork to accommodate work of other trades. 1. Accurately place and securely support items built into forms. C. Chamfer Strips: Place 3/4 IN chamfer strips in forms to produce 3/4 IN wide beveled edges on permanently exposed comers of members. D. Reinforcement: 1. Position, support and secure reinforcement against displacement. 2. Locate and support with chairs, runners, bolsters, spacers and hangers, as required. 3. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. 4. Lap splice lengths: ACI 318 Class B top bar tension splices unless indicated otherwise on the Drawings. 5. Extend reinforcement to within 2 IN of concrete perimeter edges. a. If perimeter edge is earth formed, extend reinforcement to within 3 IN of the edge. 6. Unless otherwise indicated, provide minimum concrete cover as follows: a. Concrete deposited against earth: 3 IN. b. Formed surfaces exposed to weather or in contact with earth: 2 IN for reinforcing bars #6 or larger; 1 -1/2 IN for reinforcing bars less than #6. c. Formed surfaces exposed to or located above any liquid: 2 IN. 7. Do not weld reinforcing bars. 8. Welded wire fabric: a. Install welded wire fabric m maximum practical sizes. b. Splice sides and ends with a splice lap length measured between outermost cross wires of each fabric sheet not less than: 1) One spacing of cross wires plus 2 IN. 2) 1.5 x development length. 3) 6 IN. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 03002 -12 1 c. Development length: ACI 318 basic development length for the specified 2 fabric yield strength. 3 4 E. Construction, Expansion, and Contraction Joints: 5 1. Provide at locations indicated. 6 2. Locate construction joints in floor slabs and foundation base slabs so that 7 concrete placements are approximately square and do not exceed 2500 SF. 8 3. Install construction joints in slabs perpendicular to the planes of their 9 surfaces. 10 4. At least 48 HRS shall elapse between placing of adjoining concrete 11 construction. 12 5. Thoroughly clean and remove all laitance and loose and foreign particles 13 from construction joints. 14 6. Before new concrete is placed, coat all construction joints with an approved 15 bonding adhesive used and applied in accordance with manufacturer's 16 instructions. 17 18 F. Embedments: 19 1. Set and build in anchorage devices and other embedded items required for 20 other work that is attached to, or supported by concrete. 21 2. Use setting diagrams, templates and instructions for locating and setting. 22 23 G. Preparation: 24 1. Clean and adjust forms prior to concrete placement. 25 2. Tighten forms to prevent mortar leakage. 26 3. Coat form surfaces with form release agents prior to placing reinforcing bars 27 in forms. 28 29 H. Placing Concrete: 30 1. Place concrete in compliance with ACI 304R and 304.2R 31 2. Place in a continuous operation within planned joints or sections. 32 3. Begin placement when work of other trades affecting concrete is completed. 33 4. Place concrete by methods that prevent aggregate segregation. 34 5. Do not allow concrete to free fall more than 4 FT. 35 6. Where free fall of concrete will exceed 4 FT, place concrete by means of 36 tremie pipe or chute. 37 38 I. Consolidation: 39 1. Consolidate all concrete using mechanical vibrators supplemented with hand 40 rodding and tamping, so that concrete is worked around reinforcement and 41 embedded items into all parts of forms. 42 43 J. Protection: 44 1. Protect concrete from physical damage or reduced strength due to weather 45 extremes. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline OUTDOOR TEMPERATURE AT PLACEMENT (IN SHADE) CONCRETE TEMPERATURE AT MIXING Below 30 DegF 70 DegF Between 30-45 DegF 60 DegF Above 45 DegF 50 DegF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 2 3 4 5 6 7 8 9 03002 -13 2. In cold weather comply with ACI 306R except as modified herein. a. Do not place concrete on frozen ground or in contact with forms or reinforcing bars coated with frost, ice or snow. b. Minimum concrete temperature at the time of mixing: c. Do not place heated concrete that is warmer than 80 DegF. d. If freezing temperatures are expected during curing, maintain the concrete temperature at or above 50 DegF for 7 days or 70 DegF for 3 days. e. Do not allow concrete to cool suddenly. 3. In hot weather comply with ACI 305R except as modified herein. a. At air temperature of 90 DegF and above, keep concrete as cool as possible during placement and curing. b. Do not allow concrete temperature to exceed 90 DegF at placement. c. Prevent plastic shrinkage cracking due to rapid evaporation of moisture. d. Do not place concrete when the actual or anticipated evaporation rate equals or exceeds 0.2 LBS /SF/HR as determined from ACI 305R, Figure 2.1.5. 10 11 12 13 14 15 16 17 18 19 20 21 K. Curing: 22 1. Begin curing concrete as soon as free water has disappeared from exposed 23 surfaces. 24 2. Cure concrete by use of moisture retaining cover, burlap kept continuously 25 wet or by membrane curing compound. 26 3. Provide protection as required to prevent damage to concrete and to prevent 27 moisture loss from concrete during curing period. 28 4. Provide curing for minimum of 7 days. 29 5. Form materials left in place may be considered as curing materials for 30 surfaces in contact with the form materials except in periods of hot weather. 31 6. In hot weather follow curing procedures outlined in ACI 305R. 32 7. In cold weather follow curing procedures outlined in ACI 306R. 33 8. If forms are removed before 7 days have elapsed, finish curing of formed 34 surfaces by one of above methods for the remainder of the curing period. 35 9. Curing vertical surfaces with a curing compound: Cover vertical surfaces 36 with a minimum of two coats of the curing compound. 37 a. Allow the preceding coat to completely dry prior to applying the next 38 coat. 39 b. Apply the first coat of curing compound immediately after form 40 removal. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 03002 -14 1 c. Vertical surface at the time of receiving the first coat shall be damp with 2 no free water on the surface. 3 d. A vertical surface is defined as any surface steeper than 1 vertical to 4 4 horizontal. 5 6 3.02 CONCRETE FINISHES 7 8 A. Tolerances: 9 1. Class A: 1/8 IN in 10 FT. 10 2. Class B: 1/4 IN in 10 FT. 11 12 B. Surfaces Exposed to View: 13 1. Provide a smooth finish for exposed concrete surfaces and surfaces that are: 14 a. To be covered with a coating or covering material applied directly to 15 concrete. 16 b. Scheduled for grout cleaned finish. 17 2. Remove fins and projections, and patch voids, air pockets, and honeycomb 18 areas with cement grout. 19 3. Fill tie holes with non - shrink non - metallic grout. 20 21 C. Surfaces Not Exposed to View: 22 1. Patch voids, air pockets and honeycomb areas with cement grout. 23 2. Fill tie holes with non - shrink non - metallic grout. 24 25 D. Grout Cleaned Finish: 26 1. Mix a part portland cement and 1 -1/2 parts fine sand with sufficient bonding 27 agent/water mixture to produce a grout with the consistency of thick paint. 28 a. White portland cement shall be substituted for gray portland cement to 29 produce a color that matches color of surrounding concrete as 30 determined by trial patch for areas not to be painted. 31 2. Wet surface of concrete to prevent absorption of water by grout and 32 uniformly apply grout with brushes or spray gun. 33 3. Immediately scrub the surface with a cork float or stone to coat and fill air 34 bubbles and holes. 35 4. While grout is still plastic, remove all excess grout by working surface with 36 rubber float, sack or other approved means. 37 5. After the surface whitens from drying, rub vigorously with clean burlap. 38 6. Keep final finish damp for a minimum of 36 HRS after final rubbing. 39 40 E. Slab Float Finish: 41 1. After concrete has been placed, consolidated, struck off, and leveled, do no 42 further work until ready for floating. 43 2. Begin floating when water sheen has disappeared and surface has stiffened 44 sufficiently to permit operation. 45 3. During or after first floating, check planeness of entire surface with a 10 FT 46 straightedge applied at not less than two different angles. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 2 1 3 4 5 6 7 8 9 10 11 ' 12 13 14 ' 15 16 17 18 19 20 21 22 23 ' 24 25 26 ' 27 28 29 ' 30 31 32 ' 33 34 35 36 37 38 ' 39 40 41 ' 42 43 44 45 46 1 1 07225.040.036 03002 -15 4. Cut down all high spots and fill all low spots during this procedure to produce a surface within Class B tolerance throughout. 5. Refloat slab immediately to a uniform sandy texture. F. Troweled Finish: 1. Float finish surface. 2. Next power trowel, and finally hand trowel. 3. Produce a smooth surface that is relatively free of defects with first hand troweling. 4. Perform additional trowelings by hand after surface has hardened sufficiently. 5. Final trowel when a ringing sound is produced as trowel is moved over surface. 6. Thoroughly consolidate surface by hand troweling. 7. Leave finished surface essentially free of trowel marks, uniform in texture and appearance and plane to a Class A tolerance. 8. On surfaces intended to support floor coverings remove any defects of sufficient magnitude that would show through floor covering by grinding. G. Broom Finish Immediately after concrete has received a float finish as specified, give it a transverse scored texture by drawing a broom across surface. H. Apply chemical floor hardener to permanently exposed interior concrete floor slab surfaces where indicated. 1. Apply in accordance with manufacturer's instructions. 3.03 GROUT A. Preparation: 1. Non - shrinking non - metallic grout: a Clean concrete surface to receive grout. b. Saturate concrete with water for 24 HRS prior to grouting. 2. Epoxy grout: Apply only to clean, dry, sound surface. B. Application: 1. Non - shrinking non - metallic grout: a. Mix in a mechanical mixer. b. Use no more water than necessary to produce flowable grout. c. Place in accordance with manufacturer's instructions. d. Completely fill all spaces and cavities below the bottom of baseplates. e. Provide forms where baseplates and bedplates do not confine grout. f. Where exposed to view, finish grout edges smooth. g. Except where a slope is indicated on Drawings, finish edges flush at the baseplate, bedplate, member, or piece of equipment. h. Protect against rapid moisture loss by covering with wet rags or polyethylene sheets. City of Round Rock November 1999 West Transmission Potable Water Pipeline 03002 -16 1 i. Wet cure grout for 7 days, minimum. 2 2. Epoxy grout: 3 a. Mix and place in accordance with manufacturer's instructions. 4 b. Completely fill all cavities and spaces around dowels and anchors 5 without voids. 6 c. Obtain manufacturer's field technical assistance as required to ensure 7 proper placement. 8 9 3.04 FIELD QUALITY CONTROL 10 11 A. Employ and pay for services of a concrete testing laboratory to perform testing 12 of concrete placed during construction. 13 14 B. Concrete Quality Control During Constriction: 15 1. Strength tests: 16 a. Secure concrete samples in accordance with ASTM C172. 17 b. Obtain each sample from a different batch of concrete on a random basis. 18 c. For each strength test mold and cure three cylinders from each sample in 19 accordance with ASTM C31. 20 1) Record any deviations from requirements on test report. 21 d. Test cylinders in accordance with ASTM C39. 22 e. Test 1 cylinder at 7 days. 23 f. Test 2 cylinders at 28 days. 24 2. Provide strength tests as follows: 25 a. One strength test consisting of 6 IN DIA x 12 IN high cylinders shall be 26 taken: 27 1) Not less than one test each day concrete placed. 28 2) Not less than one test for each 50 CY or fraction thereof placed in 1 29 day. 30 3) Not less than one test for each type of concrete poured. 31 4) Not less than one test for each concrete structure exceeding 2 CY in 32 volume. 33 3. Determine slump of concrete sample for each strength test. 34 a. Additional slump tests shall be taken if consistency of concrete appears 35 to vary. 36 b. Determine slump in accordance with ASTM C143. 37 4. Determine air content of concrete sample for each strength test in accordance 38 with either ASTM C231, C173, or C138. 39 5. Determine temperature of concrete sample for each strength test. 40 6. Submit results of all concrete strength tests to Engineer in writing as soon as 41 tests are completed. 42 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 03002 -17 1 C. Evaluation of Tests: 2 1. Strength test results: Average of 28-day strength of two cylinders from each 3 sample. 4 a. If one cylinder manifests evidence of improper sampling, molding, 5 handling, curing or testings, strength of remaining cylinder will be test 6 result. 7 b. If both cylinders show any of above defects, test will be discarded. 8 9 D. Acceptance of Concrete: 10 1. Strength level of each type of concrete shall be considered satisfactory if 11 both of the following requirements are met: 12 a. Average of all sets of three consecutive strength tests equals or exceeds 13 the required specified 28 -day compressive strength. 14 b. No individual strength test falls below the required specified 28 -day 15 compressive strength by more than 500 psi. 16 17 3.05 SCHEDULES 18 19 A. Form Types: 20 1. Surfaces exposed to view: 21 a. Prefabricated plywood panel forms, job -built plywood forms, or forms 22 lined with plywood or fiberboard. 23 b. Laid out in a regular and uniform pattern with long dimensions vertical 24 and joints aligned. 25 c. Produce finished surfaces free from offsets, ridges, waves, and concave 26 or convex areas. 27 d. Construct forms sufficiently tight to prevent leakage of mortar. 28 2. Surfaces normally submerged or not normally exposed to view: 29 a. Wood or steel forms sufficiently tight to prevent leakage of mortar. 30 3. Other types of forms may be used: 31 a. For surfaces not restricted to plywood or lined forms. 32 b. As backing for form lining. 33 34 B. Grout: 35 1. Non - shrinking non - metallic grout: General use. 36 2. Epoxy grout: 37 a. Grouting of dowels and anchor bolts into existing concrete. 38 b. Other uses indicated on Drawings. 39 40 C. Concrete Finishes: 41 1. Grout cleaned finish: Where indicated on Drawings. 42 2. Slab finishes: 43 a. Use following finishes as applicable, unless otherwise indicated: 44 1) Floated finish: Surfaces intended to receive roofing, concrete 45 topping, lean concrete, concrete fill and waterproofing. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 03002 -18 1 2) Troweled finish: Interior floor slabs, exposed roof slabs and base 2 slabs of structures, equipment bases, and column bases. 3 3) Broom finish: Sidewalks, docks, concrete stairs, and ramps. 4 5 3.06 PRECAST CONCRETE VAULTS 6 7 A. Vault Design: 8 1. Standard structural design for AASHTO HS20 wheel load. 9 2. Design for water table at 3 FT -0 IN below grade. 10 3. Design for piping penetrations as indicated on the Drawings. 11 4. Size: As indicated on the Drawings. 12 5. Depth: As indicated on the Drawings. 13 6. Provide with access hatch of dimensions indicated on the drawings. Provide 14 B1600 Type J, meeting AASHTO HS-20 loading or equal. 15 7. Provide mastic compound, RAM -NEK or equal, between sections as 16 required. 17 18 B. Vault Fabrication: 19 1. Do not fabricate units until shop drawings have been approved by Engineer 20 and returned to Contractor and support locations have been field verified by 21 Contractor. 22 23 C. Source Quality Control: 24 1. During production of precast concrete units, conduct strength tests of 25 concrete placed in units as required in this section for concrete placed during 26 fabrication. Results of strength tests to be sent to Engineer, Contractor and 27 Owner. Test reports to indicate units they represent. 28 29 2. When approved by Engineer, strength tests may be made by precast 30 manufacturer after he has submitted certification that his testing facilities 31 meet the requirements of ASTM E329. 32 33 D. Product Handling: 34 1. Delivery and Handling: 35 a. Lift and support precast concrete members during manufacture, 36 stockpiling, transportation, and erection operations only at lifting or 37 supporting points, or both as indicated on drawings and shop drawings, 38 and with lifting devices embedded in member by manufacturer. 39 b. Perform transportation, site handling, and erection with suitable 40 equipment and by qualified personnel. 41 2. Site Storage: 42 a. Store members as required by manufacturer. 43 b. Stack members so that lifting devices are accessible and undamaged. 44 3. Accessories: Deliver accessories required for installation in other work to 45 site before start of such work. 46 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 03002 -19 1 E. Field Quality Control: 2 1. Causes for rejection of units include, but are not necessarily limited to the 3 following: 4 a. Cracked units. 5 b. Chipped, broken, or spalled edges. 6 c. Units not within allowable casting tolerances. 7 d. Voids or air pockets which, in opinion of Engineer, are too numerous or 8 too large. 9 e. Non - uniform finish or appearance. 10 f Low concrete strength. 11 g. Improperly placed embedded items and/or openings. 12 13 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 8 DOORS AND WINDOWS 2 3 4 5 ' 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ' 24 25 26 ' 27 28 29 ' 30 31 32 t 33 34 35 ' 36 37 38 39 40 41 42 43 44 45 46 1 PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Floor doors. SECTION 08305 ACCESS DOORS 08305 -1 B. Related Sections include but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 1 - General Requirements. 1.02 QUALITY ASSURANCE A. Referenced Standards: 1.03 DEFINITIONS A. Standard Duty: Will support live load of 150 psf. 1.04 SUBMITTALS A. Shop Drawings: 1. See Section 01340. 2. Product technical data including: a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions. B. Operation and Maintenance Manuals: 1. See Section 01340. PART 2- PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Standard duty floor doors: a. Bilco Company (Type K or KD). b. Babcock Davis Associates (Type FC). 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 08305 -2 1 c. Dur -Red Products (Type SEA or DEA). 2 3 2.02 MANUFACTURED UNITS 4 5 A. Floor Doors (Standard Duty): 6 1. Frame: 1/4 IN mill finished aluminum. 7 2. Bituminous coated when in contact with concrete. 8 3. Cover: 1/4 IN mill finished diamond plate aluminum. 9 4. All Hardware: Stainless steel. 10 5. Grip Handle: Vinyl. 11 6. Fabricate frame with built -in neoprene cushion and strap anchors bolted to 12 exterior. 13 7. Reinforce cover with aluminum stiffeners. 14 8. Bolt hinges to underside of door. Pivot on torsion bars. 15 9. Fabricate doors to open to 90 degrees and automatically lock into open 16 position. 17 10. Furnish with snap lock and removable grip handle. 18 11. Size(s): Refer to Drawings. 19 20 21 PART 3 - EXECUTION 22 23 3.01 INSTALLATION 24 25 A. Install products in accordance with manufacturer's instructions. 26 27 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 09905 -1 1 SECTION 09905 2 PAINTING AND PROTECTIVE COATINGS 3 4 5 PART 1 GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Painting and protective coatings. 11 2. Minimum surface preparation requirements. 12 13 B. Related Sections include but are not necessarily limited to: 14 1. Division 0 - Bidding Requirements, Contract Fonns, and Conditions of the 15 Contract. 16 2. Division 1 - General Requirements. 17 18 1.02 QUALITY ASSURANCE 19 20 A. Referenced Standards: 21 1. American National Standards Institute (ANSI): 22 a. A224.1, Test Procedures and Acceptance Criteria for Prime Painted 23 Steel Surfaces for Steel Doors and Frames. 24 b. Z53.1, Safety Color Code for Marking Physical Hazards. 25 2. American Society for Testing and Materials (ASTM): 26 a. A780, Standard Practice for Repair of Damaged and Uncoated Areas of 27 Hot -Dip Galvanized Coatings. 28 b. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 29 c. D4259, Standard Practice for Abrading Concrete. 30 d. D4261, Standard Practice for Surface Cleaning Concrete Unit Masonry 31 for Coating. 32 e. D4262, Standard Test Method for pH of Chemically Cleaned or Etched 33 Concrete Surfaces. 34 f. D4263, Standard Test Method for Indicating Moisture in Concrete by 35 the Plastic Sheet Method. 36 g. E84, Standard Test Method for Surface Burning Characteristics of 37 Building Materials. 38 3. National Association of Corrosion Engineers (NACE). 39 4. National Bureau of Standards (NBS): 40 a. Certified Coating Thickness Calibration Standards. 41 5. National Fire Protection Association (NFPA): 42 a. 101, Life Safety Code. 43 6. Steel Structures Painting Council (SSPC): 44 a. PA -2, Measurement of Dry Paint Thickness with Magnetic Gages. 45 b. SP -1, Solvent Cleaning. 46 c. SP -2, Hand Tool Cleaning. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 09905 -2 1 d. SP -3, Power Tool Cleaning. 2 e. SP -5, White Metal Blast Cleaning. 3 f. SP -6, Commercial Blast Cleaning. 4 g. SP -7, Brush -off Blast Cleaning. 5 h. SP -10, Near -White Blast Cleaning. 6 7. National Sanitation Foundation (NSF). 7 a. Potable Water Paint Systems. 8 9 B. Qualifications: 10 1. Coating manufacturer's authorized representative shall provide written 11 statement attesting that Applicator has been instructed on proper preparation, 12 mixing and application procedures for coatings specified. 13 2. Applicator shall have minimum of 10 years experience in application of 14 similar products on similar project. Provide references for minimum of 15 three different projects completed in last 5 years with similar scope of work. 16 Include name and address of project, size of project in value (painting) and 17 contact person. 18 3. NACE inspector shall be NACE certified coatings inspector and shall have 19 minimum of 5 years experience conducting tests as indicated in this 20 Specification. 21 22 C. Miscellaneous: 23 1. Furnish paint through one manufacturer unless noted otherwise. 24 25 D. Deviation from specified mil thickness or product type is not allowed without 26 written authorization of Engineer. 27 28 1.03 DEFINITIONS 29 30 A. Installer or Applicator: Installer or applicator is the person actually installing or 31 applying the product. 32 33 B. Approved Factory Finish Finish on a product in compliance with the finish 34 specified in the section where the product is specified. 35 36 C. Corrosive Environment: Immersion in, or not more than 6 IN above, or subject 37 to frequent spillage or splash of a corrosive material such as: Water, wastewater, 38 or chemical solution; or chronic exposure to corrosive, caustic or acidic agent, 39 chemicals, chemical fumes, chemical mixture, or solutions with pH range of 40 5 to 9. 41 42 D. Holiday: A void, crack, thin spot, foreign inclusion, or contamination in the 43 coating film that significantly lowers the dielectric strength of the coating. May 44 also be identified as a holiday or pinhole. 45 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E. Exposed Exterior Surface: Surface that is exposed to weather but not necessarily 2 exposed to view as well as surface exposed to view. 3 4 F. Paint includes fillers, primers, sealers, emulsions, oils, alkyds, latex, enamels, 5 thinners, stains, epoxies, vinyls, chlorinated rubbers, urethanes, shellacs, 6 varnishes, and any other applied coating specified within this Section. 7 8 G. Surface Hidden from View: Surfaces such as those within pipe chases, and 9 between top side of ceilings (including drop -in tile ceilings) and underside of 10 floor or roof structure above. 11 12 H VOC: Volatile Organic Compounds. 13 14 1.04 SUBMITTALS 15 16 A. Manufacturer's statement regarding Applicator instruction on product use. 17 18 B. Applicator experience qualifications and copy of daily log form for approval. 19 20 C. NACE engineer certification and experience qualifications. 21 22 D. Manufacturer's recommendation for universal barrier coat. 23 24 E. Shop Drawings: 25 1. See Section 01340. 26 2. Product technical data including: 27 a. Acknowledgement that products submitted meet requirements of 28 standards referenced. 29 b. Manufacturer's application instructions. 30 c. Manufacturers surface preparation instructions. 31 d. If products being used are manufactured by Company other than listed in 32 Article 2.02, provide complete individual data sheet comparison of 33 proposed products with specified products including application 34 procedure, coverage rates and verification that product is designed for 35 intended use. 36 e. Manufacturer's factory- applied finish information. Refer to paragraph 37 3.02 -B. 38 f. Contractor's written plan of action for containing airborne particles 39 created by blasting operation and location of disposal of spent 40 contaminated blasting media. 41 g. Coating manufacturer's recommendation on abrasive blasting. 42 43 F. Samples: 44 1. Manufacturer's full line of colors for Engineers color selection. 45 2. After initial color selection by Engineer provide two 3 x 5 IN samples of 46 each color selected. 07225.040.036 09905 -3 City of Round Rock November 1999 West Transmission Potable Water Pipeline 09905 -4 2 G. Miscellaneous Submittals: 3 1. See Section 01340. 4 2. Surface preparation approval by NACE engineer. 5 3. Paint application certification by NACE engineer. 6 4. Approval of application equipment. 7 5. Applicator's daily record when requested by Engineer. 8 9 1.05 DELIVERY, STORAGE, AND HANDLING 10 11 A. Deliver in original containers, labeled as follows: 12 1. Name or type number of material. 13 2. Manufacturer's name and item stock number. 14 3. Contents, by volume, of major constituents. 15 4. Warning labels. 16 5. VOC content. 17 18 19 PART 2 - PRODUCTS 20 21 2.01 ACCEPTABLE MANUFACTURERS 22 23 A. Subject to compliance with the Contract Documents, only the following 24 manufacturers are acceptable: 25 1. Tnemec. 26 2. Carboline Protective Coatings. 27 28 B. No like, equivalent or "or item is permitted. 29 30 2.02 MATERIALS 31 32 A. All materials used must contain not more than 3.5 LBS /GAL VOC as applied 33 (in thinned state) unless noted otherwise. 34 35 B. For unspecified materials such as thinner, provide manufacturer's recommended 36 products. 37 38 C. Paint Systems - General: 39 1. P -prime coat. F1, F2 . . . Fn = first fmish coat, second finish coat . . . . 40 nth finish coat, color as selected by Engineer. 41 2. If two finish coats of same material are required, Contractor may, at his 42 option and by written approval from paint manufacturer, apply one coat 43 equal to mil thickness of two coats specified. 44 45 D. Products specified are manufactured by Tnemec. 46 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 09905 -5 1 E. Paint Systems: 2 3 1. System #1 - Polyamide Epoxy Primer with Polyamide Epoxy or Aliphatic 4 Acrylic Polyurethane Enamel Top Coats. 5 6 P1 =66 -1211 Epoxoline Primer (Polyamide Epoxy) VOC =3.42 7 1 coat, 3 mils 8 F1= Series 66 Hi -Build Epoxoline ( Polyamide Epoxy) 9 1 coat, 3 mils 10 *F2= Series 66 Hi -Build Epoxoline (Polyamide Epoxy) 11 1 coat, 3 mils 12 *F2E Series 74 Endura - Shield (Aliphatic Acrylic VOC =2.80 13 Polyurethane Enamel) 14 1 coat, 2.5 mils 15 *Replace F2 with F2E for exterior environment. 16 17 2. System #2 — NOT USED 18 19 3. System #3 - Polyamide Epoxy Primer with Polyamide Epoxy or Aliphatic 20 Acrylic Polyurethane Enamel Top Coats. 21 22 P1= Series 66 Hi -Build Epoxoline VOC =3.42 23 (Polyamide Epoxy) 24 1 coat, 2 mils 25 *F1 =Series 66 Hi -Build Epoxoline 26 (Polyamide Epoxy) 27 1 coat, 2 mils 28 *F1E =Series 74 Endura - Shield (Aliphatic Acrylic VOC =2.80 29 Polyurethane Enamel) 30 *F1E =Series 75 Endura - Shield (Aliphatic Acrylic VOC =2.53 31 Polyurethane Enamel) 32 1 coat, 2.5 mils 33 *Replace Fl with FIE for exterior environment 34 35 4. System #4 — NOT USED 36 37 5. System #5 - Polyamide Epoxy Primer with Polyamide Epoxy or Aliphatic 38 Acrylic Polyurethane Enamel Top Coats. 39 40 P1= Series 27 F.C. Typoxy (Polyamide Epoxy) VOC =3.50 41 1 coat, 2.0 mils 42 *F1 =Series 66 Hi -Build Epoxoline VOC =3.42 43 (Polyamide Epoxy) 44 1 coat, 2.5 mils 45 *F1E =Series 74 Endura - Shield (Aliphatic Acrylic VOC =2.80 46 Polyurethane Enamel) 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 09905 -6 1 *FlE= Series 75 Endura - Shield (Aliphatic Acrylic 2 Polyurethane Enamel) 3 1 coat, 2.0 mils 4 *Replace Fl with FIE for exterior environment. 5 6 6. System #6 - NOT USED. 7 8 7. System #7 - NOT USED. 9 10 8. System #8 - NOT USED 11 12 9. System #9 - NOT USED. 13 14 10. System #10 - NOT USED. 15 16 11. System #11 — NOT USED. 17 18 12. System #12 - NOT USED. 19 20 13. System #13 - NOT USED. 21 22 14. System #14 - NOT USED. 23 24 15. System #15 - NOT USED. 25 26 16. System #16 - NOT USED. 27 28 17. System #17 - NOT USED. 29 30 18. System #18 - NOT USED. 31 32 19. System #19 - .Polyamide Epoxy Coating. 33 34 P1= Series 66 Hi -Build Epoxoline 35 (Polyamide Epoxy) 36 1 coat, 5 mils 37 38 20. System #20 - NOT USED. 39 40 21. System #21 - NOT USED. 41 42 22. System #22 - NOT USED. 43 44 23. System #23 — NOT USED. 45 46 24. System #24 - NOT USED 07225.040.036 VOC =2.53 VOC =3.42 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 25. System #25 - NOT USED 3 4 5 PART 3- EXECUTION 6 7 3.01 SCHEDULE OF ITEMS TO BE PAINTED VERSUS PAINTING SYSTEMS 8 9 PAINTING 10 SYSTEM 11 NUMBER 12 13 A. Ferrous Metals: 1 14 1. Except structural steel, steel joist, galvanized 15 steel, steel doors, steel door and window frames, 16 and products with approved factory finishes, and 17 ferrous metals subject to corrosive environment. 18 2. May include bare steel handrails, guardrails, 19 piping, stairs, exterior of tankage, tank or 20 equipment bridges, pumps, and similar items. 21 22 B. Steel equipment with factory- applied prime or finish 23 coating including: 5 24 1. Equipment specifically indicated in the Contract 25 Documents to be painted. Factory- applied coats 26 to remain. 27 28 C. Non- ferrous metals (except galvanized): Including 29 copper, brass, aluminum and aluminum flashing 30 specifically indicated on the Drawings to be painted. 3 31 32 D. Electrical Conduit: 33 1. Galvanized. 3 34 2 PVC coated. 3 35 36 E Pipe, Valves, and Fittings: 37 1 Steel and cast -iron. 1 38 2. Stainless. 1 39 3. Brass and bronze. 3 40 4. PVC, FRP, and CPVC. 3 41 42 F. Aluminum buried in concrete and between 43 dissimilar metals that are not below liquid level. 19 44 07225.040.036 09905 -7 City of Round Rock November 1999 West Transmission Potable Water Pipeline 09905 -8 1 3.02 PREPARATION 2 3 A. General: 4 1. Prepare surfaces to be painted in accordance with coating manufacturer's 5 instructions and this Section. 6 2. Remove all dust, grease, oil, compounds, dirt and other foreign matter that 7 would prevent bonding of coating to surface. 8 9 B. Protection: 10 1. Protect surrounding surfaces not to be coated. 11 2. Remove and protect hardware, accessories, plates, fixtures, finished work, 12 and similar items; or provide ample in -place protection. 13 14 C. Prepare and Paint Before Assembly: Where component is subject to corrosive or 15 highly corrosive environment, prepare and paint, before assembly, all surfaces 16 which may be subject to environment which are inaccessible after assembly. 17 18 D. Wood: 19 1. Sandpaper smooth, then dust. 20 2. Seal all knots, pitch and resinous sapwood after priming coat has dried. 21 3. Putty nail holes and minor defects to match wood color. 22 23 E. Ferrous Metal: 24 1. Complete fabrication, welding or buming before beginning surface 25 preparation 26 a. Chip or grind off flux, spatter, slag or other laminations left from 27 welding. 28 b. Remove mill scale. 29 c. Grind smooth rough welds and other sharp projections. 30 2. Solvent clean in accordance with SSPC SP -1 all surfaces scheduled to 31 receive additional SSPC surface preparation. 32 3. Surfaces subject to corrosive or highly corrosive environment: 33 a. Near -white blast clean in accordance with SSPC SP -10. 34 4. Interior and exterior surfaces not subject to corrosive or highly corrosive 35 environment (including structural steel surfaces): 36 a. Commercial blast clean in accordance with SSPC SP -6. 37 5. Surfaces subject to high temperatures. 38 a. Heat in excess of 600 DegF: SSPC -SP10. 39 b. Heat in excess of 200 DegF but less than 600 DegF: SSPC -SP6. 40 6. Surfaces of steel joists: 41 a. Power tool or hand clean in accordance with SSPC SP -2 or SP -3. 42 7. Restore surface of field welds and adjacent areas to original surface 43 preparation. 44 8. All surfaces of steel lintels used in wall construction shall be completely 45 painted with both prime and finish coats prior to placing in wall. 46 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 09905 -9 1 F. Hollow Metal: 2 1. Solvent clean in accordance with SSPC SP -1. 3 4 G. Galvanized Metal: 5 1. Solvent clean in accordance with SSPC SP -1 followed by abrasive brush 6 blast in accordance with SSPC SP -7 to provide 1 mil profile. 7 8 H. Preparation by Abrasive Blasting: 9 1. All abrasive - blasted ferrous metal surfaces shall be inspected and approved 10 in writing by NACE certified coatings inspector immediately prior to 11 application of paint coatings. 12 a. Inspection shall be performed to determine cleanliness and profile depth 13 of blasted surfaces and to certify that surface has been prepared in 14 accordance with these Specifications. 15 2. Schedule the abrasive blasting operation so blasted surfaces will not be wet 16 after blasting and before painting. 17 3. Perform additional blasting and cleaning as required to achieve surface 18 preparation required. Prior to painting, reblast surfaces allowed to set 19 overnight or surfaces that show rust bloom. 20 a. Surfaces allowed to set overnight or surfaces that show rust bloom prior 21 to painting shall be reinspected by NACE certified coatings inspector 22 prior to paint application. 23 4. Profile depth of blasted surface: Not less than 1 mil or greater than 2 mils 24 unless noted otherwise by coating manufacturer. 25 5. Provide compressed air for blasting that is free of water and oil. Provide 26 accessible separators and traps. 27 6. Confine blast abrasives to area being blasted. 28 a. Provide shields of polyethylene sheeting or other such barriers to confine 29 blast material. 30 b. Plug pipes, holes, or openings before blasting and keep plugged until 31 blast operation is complete and residue is removed. 32 7. Protect nameplates, valve stems, rotating equipment, motors and other items 33 that may be damaged from blasting. 34 8. Reblast surfaces not meeting requirements of these Specifications. 35 9. Abrasive blasting media may be recovered, cleaned and reused providing 36 Contractor submits, for Engineer's review, a comprehensive recovery plan 37 outlining all procedures and equipment proposed in reclamation process. 38 10. Properly dispose of blasting material contaminated with debris from blasting 39 operation not scheduled to be reused. 40 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 09905 -10 1 3.03 APPLICATION 2 3 A. General: 4 1. Thin, mix and apply coatings by brush, roller, or spray in accordance with 5 manufacturer's installation instructions. 6 a. Application equipment must be inspected and approved in writing by 7 coating manufacturer. 8 2. Temperature and weather conditions: 9 a. Do not paint surfaces when surface temperature is below 50 DegF unless 10 product has been formulated specifically for low temperature application 11 or approved in writing by Engineer and paint manufacturer's authorized 12 representative. 13 b. Avoid painting surfaces exposed to hot sun. 14 c. Do not paint on damp surfaces. 15 3. Immediately after surface has been inspected and accepted by NACE 16 certified coatings inspector, apply miscellaneous steel prime coat in the 17 factory. 18 a. Finish coats shall be applied in the field. 19 b. Prime coat referred to here is prime coat as indicated in this 20 Specification. Structural and miscellaneous steel prime coating applied 21 in factory (shop) as part of Fabricator's standard rust inhibiting and 22 protection coating is not acceptable as replacement for specified prime 23 coating. 24 c. Application of all factory- applied paint coatings(s) on structural and 25 miscellaneous steel shall be continually observed and certified by NACE 26 certified coatings inspector. 27 4. Provide complete coverage to mil thickness specified. 28 a. Thickness specified is dry mil thickness. 29 b. All paint systems are "to cover." In situations of discrepancy between 30 manufacturer's square footage coverage rates and mil thickness, mil 31 thickness requirements govern. 32 c. When color or undercoats show through, apply additional coats until 33 paint film is of uniform finish and color. 34 5. If so directed by Engineer, do not apply consecutive coats until Engineer has 35 had an opportunity to observe and approve previous coats. 36 6. Apply materials under adequate illumination. 37 7. Evenly spread to provide full, smooth coverage. 38 8. Work each application of material into comers, crevices, joints, and other 39 difficult to work areas. 40 9. Avoid degradation and contamination of blasted surfaces and avoid intercoat 41 contamination. 42 a. Clean contaminated surfaces before applying next coat. 43 b. NACE certified coatings inspector shall inspect and approve surface of 44 prime coat prior to application of factory- applied finish coating. 45 10. Smooth out runs or sags immediately, or remove and recoat entire surface. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 09905 -11 1 11. Allow preceding coats to dry before recoating. 2 a. Recoat within time limits specified by coating manufacturer. 3 b. If recoat time limits have expired reprepare surface in accordance with 4 coating manufacturer's printed recommendations. 5 12. Allow coated surfaces to cure prior to allowing traffic or other work to 6 proceed. 7 13. Coat all aluminum in contact with dissimilar materials_ 8 9 B. Prime Coat Application: 10 1. Prime all surfaces indicated to be painted. Apply prime coat in accordance 11 with coating manufacturer's written instructions and as written in this 12 Section. 13 2. Ensure field - applied coatings are compatible with factory- applied coatings. 14 Ensure new coatings applied over existing coatings are compatible. 15 a. Employ services of coating manufacturer's qualified technical 16 representative. 17 1) Certify through material data sheets. 18 2) Perform test patch. 19 b. If field- applied coating is found to be not compatible, require the coating 20 manufacturer's technical representative to recommend, in writing, 21 product to be used as barrier coat, thickness to be applied, surface 22 preparation and method of application. 23 c. At Contractor's option, coatings may be removed, surface reprepared, 24 and new coating applied using appropriate paint system listed in 25 paragraph 2.02 E. 26 1) All damage to surface as result of coating removal shall be repaired 27 to original condition or better by Contractor at no additional cost to 28 Owner. 29 3. Prime ferrous metals embedded in concrete to minimum of 1 IN below 30 exposed surfaces. 31 4. Apply zinc -rich primers while under continuous agitation. 32 5. Ensure abrasive blasting operation does not result in embedment of abrasive 33 particles in paint film. 34 6. Brush or spray bolts, welds, edges and difficult access areas with primer 35 prior to primer application over entire surface. 36 7. Touch up damaged primer coats prior to finish coats. Restore primed 37 surface equal to surface before damage. 38 39 C. Finish Coat Application: 40 1. Apply finish coats in accordance with coating manufacturer's written 41 instructions and in accordance with this Section. 42 2. Touch up damaged finish coats using same application method and same 43 material specified for finish coat. Prepare damaged area in accordance with 44 Article 3.04. 45 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 09905 -12 1 3.04 2 3 4 5 07225.040.036 COLOR CODING A. Color piping in accordance with Table 1. TABLE 1- COLOR SCHEDULE SERVICE PIPE COLOR BANDING COLOR Drains/Vents Dark Grey, IN05 None Potable Water Light Blue, GB04 None 6 7 3.05 FIELD QUALITY CONTROL 8 9 A. Maintain daily conditions and document work on form approved by Engineer. 10 11 B. Where a wall or ceiling is disturbed and patched, repaint entire wall or ceiling. 12 13 C. Measure wet paint with wet film thickness gages. 14 15 D. Measure paint dry film thickness in accordance with SSPC PA -2 using 16 Mikrotest gage calibrated against National Bureau of Standards "Certified 17 Coating Thickness Calibration Standards." 18 1. Engineer may measure paint thickness at any time during project to assure 19 conformance with Specifications. 20 21 E. Measure surface temperature of items to be painted with surface temperature 22 gage specifically designed for such. 23 24 F. Measure substrate humidity with humidity gage specifically designed for such. 25 26 G. Provide wet paint signs. 27 28 H. Provide discontinuity testing of all interior and exterior surfaces of all ferrous 29 metal tankage in accordance with NACE requirements. 30 1. Repair all "Holidays" using same material as original coating being tested 31 within recommended recoat time. 32 2. Retest and recoat as required until area passes test criterion. 33 34 3.06 CLEANING 35 36 A. Clean paint spattered surfaces. Use care not to damage finished surfaces. 37 38 B. Upon completion of painting, replace hardware, accessories, plates, fixtures, and 39 similar items. 40 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C. Remove surplus materials, scaffolding, and debris. Leave areas broom clean. 2 3 END OF SECTION 07225.040.036 09905 -13 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 15 MECHANICAL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15060 -1 1 SECTION 15060 2 PIPE AND PIPE FITTINGS: BASIC REQUIREMENTS 3 4 5 PART 1- GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Process piping systems. 11 2. Utility piping systems. 12 3. Plumbing piping systems. 13 14 B. Related Sections include but are not necessarily limited to: 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 16 Contract. 17 2. Division 1 - General Requirements. 18 3. Section 02221 - Trenching, Backfilling, and Compacting for Utilities. 19 4. Section 09905 - Painting and Protective Coatings. 20 5. Section 15100 - Valves: Basic Requirements. 21 6. Section 15090 - Pipe Support Systems. 22 23 1.02 QUALITY ASSURANCE 24 25 A. Referenced Standards: 26 1. American National Standards Institute (ANSI): 27 a. B16.3, Malleable Iron Threaded Fittings. 28 b. B16.5, Pipe Flanges and Flanged Fittings. 29 c. B16.9, Factory-Made Wrought Steel Butt- Welding Fittings. 30 d. B16.22, Wrought Copper and Bronze Solder - Joint Pressure Fittings. 31 e. B16.26, Cast Copper Alloy Fittings for Flared Copper Tubes. 32 f. B36.19, Stainless Steel Pipe. 33 g. B40.1, Gauges - Pressure Indicating Dial Type - Elastic Element. 34 2. American National Standards Institute (ANSI) /American Water Works 35 Association (AWWA): 36 a. ANSI/AWWA C110 /A21.10, Ductile Iron and Gray Iron Fittings, 3 IN 37 through 48 IN for Water and Other Liquids. 38 b. ANSI/AWWA C115/A21.15, Flanged Ductile Iron Pipe with Threaded 39 Flanges. 40 c. C151, Ductile -Iron Pipe, Centrifugally Cast In Metal Molds or 41 Sand -Lined Molds for Water or Other Liquids. 42 d. ANSIIAWWA C153/A21.53, Ductile -Iron Compact Fittings, 3IN 43 through 16 IN, for Water and Other Liquids. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15060 -2 1 e. C207, Standard for Steel Pipe Flanges for Waterworks Service - Sizes 2 4 IN through 144 IN. 3 3. American Society for Testing and Materials (ASTM): 4 a. A53, Standard Specification for Pipe, Steel, Black and Hot - Dipped, 5 Zinc- Coated Welded and Seamless. 6 b. A74, Cast -Iron Soil Pipe and Fittings. 7 c. A106, Standard Specification for Seamless Carbon Steel Pipe for 8 High - Temperature Service. 9 d. Al26, Standard Specification for Gray Iron Castings for Valves, Flanges 10 and Pipe Fittings. 11 e. A182, Standard Specification for Forged or Rolled Alloy Steel Pipe 12 Flanges, Forged Fittings and Valves and Parts for High Temperature 13 Service. 14 f. A197, Standard Specification for Cupola Malleable Iron. 15 g. A234, Standard Specification for Pipe Fittings of Wrought Carbon Steel 16 and Alloy Steel for Moderate and Elevated Temperatures. 17 h. A269, Specification for Seamless and Welded Austenitic Stainless Steel 18 Tubing for General Service. 19 i. A312, Standard Specification for Seamless and Welded Austenitic 20 Stainless Steel Pipes. 21 j. A536, Standard Specification for Ductile Iron Castings. 22 k. A778, Standard Specification for Welded, Unannealed Austenitic 23 Stainless Steel Tubular Products. 24 4. American Water Works Association (AWWA): 25 a. B300, Standard for Hypochlorites. 26 b. C111, Rubber - Gasket Joints for Ductile Iron and Gray Iron Pressure 27 Pipe and Fittings. 28 c. C200, Steel Water Pipe 6 IN and Larger. 29 d. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 30 144 IN. 31 e. C208, Dimensions for Fabricated Steel Water Pipe Fittings. 32 £ C651, Standard for Disinfecting Water Mains. 33 g. C900, Standard for Polyvinyl Chloride (PVC) Piping 4 " -12" 34 h. C905, Standard for Polyvinyl Chloride (PVC) Piping 14" and Larger 35 5. Cast Iron Soil Pipe Institute (CISPI): 36 a. 301, Hubless Cast -Iron Sanitary System: With No Hub Pipe and Fittings. 37 6. National Fire Protection Association (NFPA). 38 7. Underwriters Laboratory, Inc. (UL). 39 8. National Sanitary Foundation (NSF). 40 41 B. Coordinate flange dimensions and drillings between piping, valves, and 42 equipment. 43 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15060 -3 1 1.03 SYSTEM DESCRIPTION 2 3 A. Piping Systems Organization and Definition: 4 1. Piping services are grouped into designated systems according to the 5 chemical and physical properties of the fluid conveyed, system pressure, 6 piping size and system materials of construction. 7 2. All piping shall be classified as Potable Water (PW), unless designated 8 otherwise. All potable water piping shall be NSF61 approved. 9 3. See PIPING SPECIFICATION SCHEDULES in PART 3. 10 11 1.04 SUBMITTALS 12 13 A. Shop Drawings. 14 1. See Section 01340. 15 2. Product technical data including: 16 a. Acknowledgment that products submitted meet requirements of 17 standards referenced. 18 b. Copies of manufacturer's written directions regarding material handling, 19 delivery, storage and installation. 20 c. Separate schedule sheet for each piping system scheduled in this Section 21 showing compliance of all system components. Attach technical product 22 data on gaskets, pipe, fittings, and other components. 23 3. Test reports: 24 a. Copies of pressure test results on all piping systems. 25 b. Reports defining results of dielectric testing and corrective action taken. 26 c. Disinfection test report. 27 d. Notification of time and date of piping pressure tests. 28 29 B. Operation and Maintenance Manuals: 30 1. See Section 01340. 31 32 1.05 DELIVERY, STORAGE, AND HANDLING 33 34 A. Protect pipe coating during handling using methods recommended by 35 manufacturer. Use of bare cables, chains, hooks, metal bars or narrow skids in 36 contact with coated pipe is not permitted. 37 38 B. Prevent damage to pipe during transit. Repair abrasions, scars, and blemishes. 39 If repair of satisfactory quality cannot be achieved, replace damaged material 40 immediately. 41 42 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15060 -4 1 PART 2- PRODUCTS 2 3 2.01 ACCEPTABLE MANUFACTURERS 4 5 A. Subject to compliance with the Contract Documents, the following 6 manufacturers are acceptable: 7 1. Insulating unions: 8 a. "Dielectric" by Epco. 9 2. Dielectric flange kit: 10 a. PSI. 11 b. Maloney. 12 c. Central Plastics. 13 3. Pipe saddles (for gage installation): 14 a. Dresser Style 91 (steel and ductile iron systems). 15 b. Dresser Style 194 (non - metallic systems). 16 4. Underground Waming Tape: 17 a. Pro -line Safety Products. 18 b. Or approved equal. 19 5. Pressure Gages: 20 a. Ashcraft. 21 b. Or approved equal. 22 23 B. Submit requests for substitution in accordance with Specification Section 24 01640. 25 26 2.02 PIPING SPECIFICATION SCHEDULES 27 28 A. Piping system materials, fittings and appurtenances are subject to requirements 29 of specific piping specification schedules located at the end of PART 3 of this 30 Section. 31 32 2.03 COMPONENTS AND ACCESSORIES 33 34 A. Insulating Components: 35 1. Dielectric flange kits: 36 a. Flat faced. 37 b. 1/8 IN thick dielectric gasket, phenolic, non - asbestos. 38 c. Suitable for 175 psi, 210 DegF. 39 d. 1/32 IN wall thickness bolt sleeves. 40 e. 1/8 IN thick phenolic insulating washers. 41 2. Dielectric unions: 42 a. Screwed end connections. 43 b. Rated at 175 psi, 210 DegF. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 r 1 1 1 r 1 1 1 1 1 1 15060 -5 1 c. Provide dielectric gaskets suitable for continuous operation at union 2 rated temperature and pressure. 3 4 B. Reducers: 5 1. Furnish appropriate size reducers and reducing fittings to mate pipe to 6 equipment connections. Connection size requirements may change from 7 those shown on Drawings depending on equipment furnished. 8 9 C. Protective Coating and Lining 10 1. Include pipe, fittings, and appurtenances where coatings, linings, paint, tests 11 and other items are specified. 12 2. Field paint exposed pipe in accordance with Section 09905. 13 3. Provide all coatings and linings in accordance with individual piping 14 specification sections. 15 16 D. Underground Waming Tape: 17 1. Tape should consist of a minimum 5 -MIL overall thickness, with a solid 18 aluminum foil core. 19 2. Construction should provide a 2 -MIL clean film, reverse print laminated to 20 aluminum foil to 2 -MIL clear film providing permanent print. 21 3. Provide tape in accordance with American Public Works Association 22 (APWA) color code. 23 4. Thickness: 5 -MIL. 24 5. Tensile strength: 15,000 psi. 25 6. Provide along entire length of all buried PVC piping systems. 26 27 E. Pressure Gage: 28 1. Materials: 29 a. Bourdon tube, socket, connecting tube: 316 stainless steel. 30 b. Case: Phenolic. 31 c. Diaphragm seal housing: 316 stainless steel. 32 d. Pressure snubber: 33 1) Filter disc: 316 stainless steel. 34 2) Housing: Brass. 35 2. Accessories: 36 a. Provide valve at point of connection to equipment and at panel if panel 37 . mounted. 38 3. Design and fabrication: 39 a. All components suitable for service at: 40 1) 250 DegF. 41 2) The maximum process temperature to which the gage is to be 42 exposed. 43 b. Provide viewer protection from element rupture. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 2 3 4 5 6 7 8 9 15060 -6 07225.040.036 c. Calibrate gages at jobsite for pressure and temperature in accordance with manufacturer's instructions. d. Unless otherwise required by codes, provide stem mounted or flush mounted, as required, with dial diameter as follows: 1 PIPE SIZE DIAL SIZE GAGE CONNECTION Larger than 1 -1/2 IN 4 -1/2 IN 1/2 IN 1 -1/2 IN or less 2 -1/2 IN 1/4 IN e. Equip with white faces, black numerals and black pointers. f Gage tapping position to be clear of equipment functions and movements, and protected from maintenance and operation of equipment. Gage to be readable from an accessible standing position. g. Gage accuracy: 1 percent of full range. h. Select gage range so that: 1) The normal operating value is in the middle third of the dial. 2) Maximum operating pressure does not exceed 75 percent of the full - scale range. 10 11 12 13 14 15 16 17 F. Dry Disconnect Couplings: 18 1. Adapters: 19 a. Male adapters: Size shown on Drawings. 20 b. Adapters: 21 1) Female NPT end connection for sludge and flush applications. 22 2) Male NPT end connection for chemical applications. 23 c. Construct adapters for chemical and PVC system applications 3 IN and 24 below from polypropylene. Above 3 -IN size, provide stainless steel 25 units. 26 2. Couplers: 27 a. Built -in valve and spring loaded poppet which close automatically when 28 disconnected. 29 b. Designed to remain with only one arm locked in closed position. 30 c. Construct couplers for chemical and PVC system applications 3 IN and 31 less from polypropylene with stainless steel arms and pins. Above 3 IN, 32 provide stainless steel units. 33 d. Gasket: Compatible with conveyed liquid. 34 3. Dust caps: For all adapters. 35 36 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PART 3 - EXECUTION 2 3 3.01 EXTERIOR BURIED PIPING INSTALLATION 4 5 A. Unless otherwise shown on the Drawings, provide a minimum of 4 FT and 6 maximum of 8 FT earth cover over exterior buried piping systems and 7 appurtenances conveying water, fluids, or solutions subject to freezing. 8 9 B. Enter and exit through structure walls, floors, and ceilings by using penetrations 10 and seals specified in Section 01800 and as indicated on Drawings. 11 12 C. When entering or leaving structures with buried mechanical joint piping, install 13 joint within 2 FT of point where pipe enters or leaves structure. Install second 14 joint not more than 6 FT or less than 4 FT from first joint. 15 16 D. Install expansion devices as necessary to allow expansion and contraction 17 movement. 18 19 E. Laying Pipe In Trench: 20 1. Excavate and backfill trench in accordance with Section 02221. 21 2. Clean each pipe length thoroughly and inspect for compliance to 22 Specifications. 23 3. Grade trench bottom and excavate for pipe bell and lay pipe on trench 24 bottom. 25 4. Install gasket or joint material according to manufacturer's directions after 26 joints have been thoroughly cleaned and examined. 27 5. Except for first two joints, before making final connections of joints, install 28 two full sections of pipe with earth tamped along side of pipe or final with 29 bedding material placed. 30 6. Lay pipe in only suitable weather with good trench conditions. Never lay 31 pipe in water except where approved by Engineer. 32 7. Seal open end of line with watertight plug if pipe laying stopped. 33 8. Remove water in trench before removal of plug. 34 35 F. Lining Up Push -On Joint Piping: 36 1. Lay piping on route lines shown on Drawings. 37 2. Deflect from straight alignments or grades by vertical or horizontal curves or 38 offsets. 39 3. Observe maximum deflection values stated in manufacturer's written 40 literature. 41 4. Provide special bends when specified or where required alignment exceeds 42 allowable deflections stipulated. 07225.040.036 15060 -7 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15060 -8 1 5. Install shorter lengths of pipe in such length and number that angular 2 deflection of any joint, as represented by specified maximum deflection, is 3 not exceeded. 4 5 G. Anchorage and Blocking: 6 1. Provide reaction blocking, anchors, joint harnesses, or other acceptable 7 means for preventing movement of piping caused by forces in or on buried 8 piping tees, wye branches, plugs, or bends. 9 2. Place concrete blocking so that it extends from fitting into solid undisturbed 10 earth wall. Concrete blocks shall not cover pipe joints. 11 3. Provide bearing area of concrete in accordance with drawing detail. 12 13 H. Install underground hazard warning tape between 6 and 12 IN below finished 14 grade, directly above centerline of piping.. 15 16 I. Install insulating components where dissimilar metals are joined together. 17 18 3.02 INTERIOR AND EXPOSED EXTERIOR PIPING INSTALLATION 19 20 A. Install piping in vertical and horizontal alignment as shown on Drawings. 21 22 B. Alignment of piping smaller than 4 IN may not be shown. However, install 23 according to Drawing intent and with clearance and allowance for: 24 1. Expansion and contraction. 25 2. Operation and access to equipment, doors, windows, hoists, moving 26 equipment. 27 3. Headroom and walking space for working areas and aisles. 28 4. System drainage and air removal. 29 30 C. Enter and exit through structure walls, floor and ceilings using penetrations and 31 seals specified in Section 01800 and as shown on the Drawings. 32 33 D. Install vertical piping runs plumb and horizontal piping runs parallel with 34 structure walls. 35 36 E. Pipe Support: 37 1. Use methods of piping support as indicated on Drawings. 38 39 F. Locate and size sleeves and castings required for piping system. Arrange for 40 chases, recesses, inserts or anchors at proper elevation and location. 41 42 G. Use reducing fittings throughout piping systems Bushings will not be allowed 43 unless specifically approved. 44 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H. Condensate Drainage and Miscellaneous Piping: 2 1. Provide drip pans and piping at equipment where condensation may occur. 3 2. Collect system condensate at drip pockets, traps and blowoff valves. 4 3. Provide drainage for process piping at locations shown on Drawings in 5 accordance with Drawing details. 6 7 I. Unions: 8 1. Install in position that will permit valve or equipment to be removed without 9 dismantling adjacent piping. 10 2. Mechanical type couplings may serve as unions. 11 3. Additional flange unions are not required at flanged connections. 12 13 J. Install expansion devices as necessary to allow expansion/contraction 14 movement. 15 16 K. Provide full face gaskets on all systems. 17 18 L. Anchorage and Blocking: 19 1. Block, anchor, or hamess exposed piping subjected to forces in which joints 20 are installed to prevent separation of joints and transmission of stress into 21 equipment or structural components not designed to resist those stresses. 22 23 M. Provide insulating components where dissimilar metals are joined together. 24 25 N. Gages: 26 1. Assure gage position is clear of equipment functions and movements and 27 location is protected from maintenance and operation of equipment. 28 2. Assure gage is readable from an accessible standing position. 29 3. Tap piping 4 IN and larger and all non - metallic pipe for gage installation. 30 4. For piping to 4 IN, utilize tee with branch reduced for gage. 31 32 3.03 CONNECTIONS WITH EXISTING PIPING 33 34 A. Where connection between new work and existing work is made, use suitable 35 and proper fittings to suit conditions encountered. 36 37 B. Perform connections with existing piping at time and under conditions that will 38 least interfere with service to customers affected by such operation. 39 40 C. Undertake connections in fashion which will disturb system as little as possible. 41 42 D. Provide suitable equipment and facilities to dewater, drain, and dispose of liquid 43 removed without damage to adjacent property. 07225.040.036 15060 -9 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15060 -10 2 E. Where connections to existing systems necessitate employment of past 3 installation methods not currently part of trade practice, utilize necessary special 4 piping components. 5 6 F. Where connection involves potable water systems, provide disinfection methods 7 as prescribed in these Specifications. 8 9 G. Once tie -in to each existing system is initiated, continue work continuously until 10 tie -in is made and tested. 11 12 3.04 PIPE MONITORING SYSTEM FOR CORROSION DETECTION 13 14 A. Isolate, dielectrically, all piping from all other metals including reinforcing bars 15 in concrete slabs, other pipe lines, and miscellaneous metal. 16 17 B. Make all connections from wire or cable by Thermit Cadwelding accomplished 18 by operators experienced in this process. 19 20 C. Install all cables with a loop and overhead knot around each pipe and slack equal 21 to at least 50 percent of the straight line length. 22 23 D. After cadwelding, coat all exposed metallic surfaces with hot applied tape, 24 Royston Roskote Mastic, R28, or approved equal. 25 26 3.05 FIELD QUALITY CONTROL 27 28 A. Pipe Testing - General: 29 1. Test piping systems as follows: 30 a. Test exposed, non - insulated piping systems upon completion of system. 31 b. Test exposed, insulated piping systems upon completion of system but 32 prior to application of insulation. 33 c. Test concealed interior piping systems prior to concealment and, if 34 system is insulated, prior to application of insulation. 35 d. Test buried piping (insulated and non - insulated) prior to backfilling and, 36 if insulated, prior to application of insulation. 37 2. Utilize pressures, media and pressure test durations as specified on Piping 38 Specification Schedules. 39 3. Isolate equipment that may be damaged by the specified pressure test 40 conditions. 41 4. Perform pressure test using calibrated pressure gages and calibrated 42 volumetric measuring equipment to determine leakage rates. 43 a. Select each gage so that the specified test pressure falls within the upper 44 half of the gage's range. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15060 -11 1 b. Notify the Engineer 24 HRS prior to each test. 2 5. Completely assemble and test new piping systems prior to connection to 3 existing pipe systems. 4 6. Acknowledge satisfactory performance of tests and inspections in writing to 5 Engineer prior to final acceptance. 6 7. Bear the cost of all testing and inspecting, locating and remedying of leaks 7 and any necessary retesting and re- examination. 8 9 B. Pressure Testing: 10 1. Test procedure: The specified test pressures will be based on the elevation of 11 the lowest point of the line or section under test. The test section shall be 12 bled of air and presoaked in a manner and for a time determined by the 13 Engineer or Inspector. The entire project, or each valved section, shall be 14 tested as 200 PSI for a sufficient period (approximately 10 minutes) to 15 discover all defective materials and/or workmanship. 16 2. Leakage test: The test pressure shall be 150 PSI actual hydrostatic pressure 17 on the test section. The pressure gauge shall be no more than 30 feet above 18 or below the lowest point; the gauge reading shall compensate for the actual 19 difference in elevation and any movement (change in elevation) of the gauge 20 shall necessitate beginning the test again. The actual hydrostatic pressure 21 shall not exceed 155 PSI at any time and not be less than 145 PSI for more 22 than 15 minutes. Every effort shall be made to maintain an average pressure 23 of 150 PSI at the lowest point in the test sections throughout the test. Test 24 duration shall be 4 HRS. 25 3. Allowable leakage: 26 = 10 gal. — per IN DIA — per mile — per 24-HR period 27 28 = 10 x DIA (1N) x Length (FT) x HR 29 5,280 24 30 31 4. Gallon/Hour: = DIA (IN) x Length (FT) 32 12,672 33 34 C. Dielectric Testing Methods and Criteria: 35 1. Provide electrical check between metallic non - ferrous pipe or appurtenances 36 and ferrous elements of construction to assure discontinuity has been 37 maintained. 38 2. Wherever electrical contact is demonstrated by such test, locate the point or 39 points of continuity and correct the condition. 40 3. Test shall be completed by NACE certified agency and provide reports 41 documenting results of baseline survey. 42 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15060 -12 1 3.06 CLEANING, DISINFECTION AND PURGING 2 3 A. Cleaning: 4 1. Clean interior of piping systems thoroughly before installing. 5 2. Maintain pipe in clean condition during installation. 6 3. Before jointing piping, thoroughly clean and wipe joint contact surfaces and 7 then properly dress and make joint. 8 4. Immediately prior to pressure testing, clean and remove grease, metal 9 cuttings, dirt, or other foreign materials that may have entered the system. 10 5. At completion of work and prior to Final Acceptance, thoroughly clean work 11 installed under these Specifications. Clean equipment, fixtures, pipe, valves, 12 and fittings of grease, metal cuttings, and sludge that may have accumulated 13 by operation of system, from testing, or from other causes. Repair any 14 stoppage or discoloration or other damage to parts of building, its finish, or 15 furnishings, due to failure to properly clean piping system, without cost to 16 Owner. 17 18 B. Disinfection of Potable Water Systems: 19 1. After favorable performance of pressure test and prior to Final Acceptance, 20 thoroughly flush entire potable water piping system including supply, source 21 and any appurtenant devices and perform disinfection as prescribed. 22 2. Perform work, including preventative measures during construction, in full 23 compliance with AWWA C651. 24 3. Perform disinfection using sodium hypochlorite complying with AWWA 25 B300. 26 4. Flush each segment of system to provide flushing velocity of not less than 27 2.5 FT per second. 28 5. Drain flushing water to sanitary sewer. Do not drain flushing water to 29 receiving stream. 30 6. Use continuous feed method of application. Tag system during disinfection 31 procedure to prevent use. 32 7. After required contact period, flush system to remove traces of heavily 33 chlorinated water. Discharge chlorinated water to a location approved by 34 Owner. 35 8. After final flushing and before placing water in service, obtain an 36 independent laboratory approved by the Owner to collect samples and test 37 for bacteriological quality. Repeat entire disinfection procedures until 38 satisfactory results are obtained. 39 9. Secure and deliver to Owner, satisfactory bacteriological reports on samples 40 taken from system. Ensure sampling and testing procedures are in full 41 compliance to AWWA C651, local water purveyor and applicable 42 requirements of State of Texas. 43 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.07 LOCATION OF BURIED OBSTACLES 2 3 A. Fumish exact Location and description of buried utilities encountered and thrust 4 block placement. 5 6 B. Reference items to definitive reference point Locations such as found property 7 comers, entrances to buildings, existing structure lines, fire hydrants, and related 8 fixed structures. 9 10 C. Include such information as location, elevation, coverage, supports and 11 additional pertinent information. 12 13 D. Incorporate information on "As Recorded" Drawings. 14 15 3.08 SCHEDULES 16 17 A. PIPING SPECIFICATION SCHEDULE 18 1. General: 19 a. Piping symbol and service: 20 1) PW — Potable Water. 21 b. Test requirements: 22 1) Test medium: Water. 23 2) Pressure: 150 psi. 24 3) Duration: 4 HRS. 25 c. Gaskets: 26 1) Flanged, push -on, and mechanical joints (ductile iron): Rubber, 27 AWWA C111. 28 2. System components: 29 a. Pipe size: 3 through 48 IN. 30 1) Exposed service: 31 a) Ductile Iron Pipe: 32 (1) Material: Ductile iron, Class 250 if flanged. If grooved type 33 joint system, use pipe thickness per AWWA C606. 34 (2) References: ANSI C115. 35 (3) Lining Cement. 36 (4) Coating: Paint. 37 (5) Fittings: Either ANSI C110 ductile or gray iron. 38 (6) Joints: ANSI C115 flanged joints with flanges at valves and 39 structure penetrations. 40 2) Buried service: 41 a) Ductile Iron Pipe: 42 (1) Materials: Ductile Iron, Class 200 for 24 -IN DIA Base Bid, 43 Class 150 for 30 -1N and 36 -IN options. 07225.040.036 15060 - 13 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15060 -14 1 (2) Reference: ANSI C151. 2 (3) Lining: Cement. 3 (4) Coating: Bituminous. 4 (5) Fittings: Either ANSI C110 ductile or gray iron. Optional 5 ANSI C153 ductile iron compact fittings for sizes 3 to 16 IN. 6 (6) Joints: Push -on joints with mechanical (stuffing box type) 7 joints at fittings and valves. 8 (7) Provide restrained joints where indicated on the Drawings or 9 specified in tables. 10 b) PVC: 11 (1) Materials: C905 DR18 for 24 -IN DIA Base Bid, C905 DR- 12 25 for 30 -IN and 36 -IN options. 13 (2) Reference: AWWA C905. 14 (3) Lining: None. 15 (4) Coating: None. 16 (5) Fittings: Either ANSI C110 ductile or gray iron. Optional 17 ANSI C153 ductile iron compact fittings for sizes 3 to 16 IN. 18 (6) Joints: Push -on joints with mechanical (stuffing box type) 19 joints at fittings and valves. 20 (7) Provide restrained joints where indicated on the Drawings or 21 specified in tables. 22 23 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15062 -1 1 SECTION 15062 2 PIPE: DUCTILE IRON 3 4 5 PART 1 - GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Ductile iron piping, fittings, and appurtenances. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 02221 - Trenching, Backfilling, and Compacting for Utilities. 17 3. Section 15060 - Pipe and Pipe Fittings: General Requirements. 18 19 1.02 QUALITY ASSURANCE 20 21 A. Referenced Standards: 22 1. American National Standards Institute (ANSI): 23 a. B1.1, Unified Inch Screw Threads (UN and UNR Thread Form). 24 b. B16.1, Cast -Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 25 250, and 800. 26 c. B16.21, Nonmetallic Flat Gaskets for Pipe Flanges. 27 2. American Water Works Association (AWWA): 28 a. C105, Polyethylene Encasement for Gray and Ductile Cast -Iron Piping 29 for Water and Other Liquids. 30 b. C110, Ductile Iron and Gray Iron Fittings, 3 IN through 48 IN for Water 31 and Other Liquids. 32 c. C111, Gasket Joints for Cast Iron and Ductile Iron Pressure Pipe and 33 Fittings. 34 d. C115, Flanged Ductile Iron Pipe with Threaded Flanges. 35 e. C150, Thickness Design of Ductile Iron Pipe. 36 f. C151, Ductile Iron Pipe, Centrifugally Cast -In -Metal Molds or 37 Sand -Lined Molds, for Water or Other Liquids. 38 3. American Society for Testing and Materials (ASTM): 39 a. A183, Carbon Steel Track Bolts. 40 b. A193, Alloy -Steel and Stainless Steel Bolting Materials for High 41 Temperature Service. 42 c. A194, Carbon and Alloy Steel Nuts and Bolts for High Pressure and 43 High Temperature Service. 44 d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 45 psi Tensile Strength. 46 e. D1330, Rubber Sheet Gaskets. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15062 -2 2 B. Qualifications: 3 1. Contractor shall have demonstrated experience in the procurement and 4 installation of poly wrapped ductile iron pipe of the size and class specified 5 herein. 6 7 1.03 SUBMITTALS 8 9 A. Shop Drawings: 10 1. See Section 15060. 11 2. Provide design calculations for piping materials per design conditions 12 specified. 13 3. Certification of factory hydrostatic testing. 14 4. If mechanical coupling system is used, submit piping, fittings, and 15 appurtenant items that will be utilized to meet coupling manufacturer's 16 system requirements. 17 18 19 PART 2 - PRODUCTS 20 21 2.01 ACCEPTABLE MANUFACTURERS 22 23 A. Subject to compliance with the Contract Documents, the following 24 Manufacturers are acceptable: 25 1. Ductile Iron Pipe: 26 a. American Cast Iron Pipe Company. 27 b. U.S. Pipe and Foundry Company. 28 2. Flanged adapters: 29 a. Rockwell. 30 b. Dresser. 31 3. Compression sleeve coupling: 32 a. Rockwell. 33 b. Dresser. 34 4. Mechanical coupling: 35 a. Victaulic. 36 b. Tyler. 37 5. Reducing couplings: 38 a. Rockwell. 39 b. Dresser. 40 6. Transition coupling: 41 a. Rockwell. 42 b. Dresser. 43 7. Polyethylene encasement tape: 44 a. Chase (Chasekote 750). 45 b. Kendall (Polyken 900). 46 c. 3 M (Scotchrap 50). 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15062 -3 8. Restrained joints: 2 a. American (Lok- Ring). 3 b. US Pipe (TR- Flex). 4 5 B. Submit requests for substitution in accordance with Specification Section 6 01640. 7 8 2.02 MATERIALS 9 10 A. Ductile Iron Pipe: 11 1. All sizes: ANSI C150, Class 200 for 24-IN DIA Base Bid, and Class 150 for 12 30 -IN and 36 -IN DIA options. 13 2. Provide design of pipe in accordance with AWWA M41 Manual of Water 14 Supply Practices for Ductile Iron Pipe. 15 16 B. Fittings and Flanges: 17 1. ANSI C110. 18 2. ANSI C115. 19 3. Flanges drilled and faced per ANSI B16.1. 20 21 C. Nuts and Bolts: 22 1. Hot - dipped zinc galvanized meeting ASTM A307, Grade B. 23 2. Heads and dimensions per ANSI B1.1. 24 3. Threaded per ANSI B1.1. 25 4. For mechanical couplings, furnish ASTM A183 or A194. 26 5. Two nuts provided for 1 IN diameter bolt applications and larger. 27 6. Project ends 1/4 to 1/2 IN beyond nuts. 28 29 D. Gaskets: ANSI B16.21, ASTM D1330, Grade 1 (rubber) 30 31 E. If mechanical coupling system is used, utilize pipe thickness and grade required 32 by coupling system in accordance with AWWA C606. 33 34 F. Polyethylene Encasement: Polyethylene film shall be high density, cross 35 laminated, 4 mil thickness in accordance with AWWA C105. 36 37 G. See Piping Schedules in Section 15060. 38 39 2.03 MANUFACTURED UNITS 40 41 A. Couplings: 42 1. Flanged adapters: 43 a. Unit consisting of steel or carbon steel body sleeve, flange, followers, 44 Grade 30 rubber gaskets, and ASTM A307 bolts and nuts. 45 b. Provide units equal to those specified in Article 2.01. 46 c. Supply flanges meeting standards of adjoining flanges. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15062 -4 1 d. Rate entire assembly for test pressure specified on piping schedule for 2 each respective application. 3 2. Compression sleeve coupling: 4 a. Unit consisting of steel sleeve, followers Grade 30 rubber gaskets, and 5 ASTM A307 nuts and bolts. 6 b. Provide units equal to those specified in Article 2.01. 7 c. Supply flanges meeting standards of adjoining flanges. 8 d. Entire assembly to be rated for test pressure specified on piping schedule 9 for each respective application. 10 e. Provide field coating for buried couplings per AWWA C203. 11 3. Mechanical couplings: 12 a. Use of mechanical couplings and fittings in lieu of flanged joints is 13 acceptable where specifically specified in Section 15060. Utilize units 14 defined in Article 2.01 and as indicated on the Drawings. 15 16 2.04 LININGS AND COATINGS 17 18 A Furnish and install without outside coatings of bituminous material any exposed 19 pipe scheduled to be painted. 20 21 B. Furnish cast parts with lacquer finish compatible with finish coat. 22 23 C. Lining shall be cement mortar lining in accordance with AWWA C104, 24 thickness 1/4 IN. 25 26 D. Pipe shall be wrapped and installed with polyethylene film in accordance with 27 AWWA C105, Method A. 28 29 2.05 SOURCE QUALITY CONTROL 30 31 A. Factory Test: 32 1. Subject pipe to hydrostatic test of not less than 500 psi with the pipe under 33 the full test pressure for at least 10 seconds. Test shall be conducted 34 according to the requirements set forth in AWWA C151 unless otherwise 35 specified. 36 37 38 PART 3 - EXECUTION 39 40 3.01 INSTALLATION 41 42 A. Joining Method - Push -On Mechanical (Gland -Type) Joints and Restrained 43 Joints: 44 1. Install in accordance with AWWA C111. 45 2. Assemble mechanical joints carefully according to manufacturer's 46 recommendations. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. If effective sealing is not obtained, disassemble, thoroughly clean, and 2 reassemble the joint. 3 4. Do not overstress bolts. 4 5. Where piping utilizes mechanical joints with tie rods, align joint holes to 5 permit installation ofhamess bolts. 6 6. Provide restrained joints where shown on the drawings. Restrained joints 7 shall be as recommended by the pipe manufacturer. 8 9 B. Joining Method - Push -On Joints: 10 1. Install in accordance with AWWA C111. 11 2. Assemble push -on joints in accordance with manufacturer's directions. 12 3. Bevel and lubricate spigot end of pipe to facilitate assembly without damage 13 to gasket. Use Lubricant that is non - toxic, does not support the growth of 14 bacteria, has no deteriorating effects on the gasket material, and imparts no 15 taste or odor to water in pipe. 16 4. Assure the gasket groove is thoroughly clean. 17 5. For cold weather installation, warm gasket prior to placement in bell. 18 6. Taper of bevel shall be approximately 30 degrees with centerline of pipe and 19 approximately 1/4 IN back. 20 21 C. Joining Method - Flanged Joints: 22 1. Install in accordance with AWWA C115. 23 2. Extend pipe completely through screwed -on flanged and machine flange 24 face and pipe in single operation. 25 3. Make flange faces flat and perpendicular to pipe centerline. 26 4. When bolting flange joints, exercise extreme care to ensure that there is no 27 restraint on opposite end of pipe or fitting that would prevent uniform gasket 28 compression or would cause unnecessary stress, bending or torsional strains 29 to be applied to cast flanges or flanged fittings. 30 5. Allow one flange free movement in any direction while bolts are being 31 tightened. 32 6. Do not assemble adjoining flexible joints until flanged joints in piping 33 system have been tightened. 34 7. Gradually tighten flange bolts uniformly to permit even gasket compression. 35 36 D. Joining Method - Mechanical Coupling Joint: 37 1. Arrange piping so that pipe ends are in full contact. 38 2. Groove and shoulder ends of piping in accordance with manufacturer's 39 recommendations. 40 3. Provide coupling and grooving technique assuring a connection that passes 41 pressure - testing requirements. 42 43 E. Flange Adaptors 12 IN and Less: 44 1. Locate and drill holes for anchor studs after pipe is in place and bolted tight. 45 2. Drill holes not more than 1/8 IN larger than diameter of stud projection. 46 07225.040.036 15062 -5 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15062 -6 1 F. Cutting: 2 1. Do not damage interior lining material during cutting. 3 2. Use abrasive wheel cutters or saws. 4 3. Make square cuts. 5 4. Bevel and free cut ends of sharp edges after cutting. 6 7 G. Support exposed pipe in accordance with Sections 02221 and 15060. 8 9 H. Where specified, install polyethylene encasement in full compliance to ANSI 10 A21.5 (AWWA C105), method A. 11 1. Encasement shall include underground appurtenances required as part of 12 installation. 13 2. Make sections 2 FT longer than pipe section to be covered. 14 3. Slip tube over pipe while pipe is suspended immediately before placing in 15 trench. 16 4. After installing in trench, pull tube ends over joint and overlap. 17 5. Fasten securely in -place on each side of each joint with joint tape or 18 strapping. 19 6. Pull loose tube along pipe barrel up snugly around pipe and fasten in -place 20 with joint tape at 3 FT intervals. 21 7. Completely cover fittings and connections with film held snugly in -place 22 with joint tape or strapping. 23 24 I. Install buried piping in accordance with Sections 15060. 25 26 J. Thrust Restraint. 27 1. Refer to Section 15060 and Drawings. 28 29 K. Bond joints electrically as indicated on the Drawings: 30 1. Bonds shall be installed as indicated on the Drawings. Welds shall be made 31 using the powder welding process (self - heating, copper - depositing, mixture 32 similar to the Thermit process), and shall be made as recommended by the 33 manufacturer of the welding equipment. The Cadweld process by Erico 34 Products, Inc., or approved equal, shall be used. All welds shall be cleaned 35 by removing excess slag and tested with a hammer for good bond. 36 Defective welds shall be remade and retested until a good bond is obtained. 37 The formed terminal welds shall be protected using a prefabricated assembly 38 specifically designed for protecting wire leads bonded to a pipe surface. The 39 Royston Handy Cap 2, or approved equal, shall be used and shall be 40 installed as recommended by the manufacturer of the applied product. Any 41 exposed pipe metal remaining after application of the prefabricated assembly 42 shall be coated with Royston Roskote Mastic, R28, or approved equal. 43 2. The bonded joint segments of installed pipe shall conduct electricity 44 continuously. The Contractor will test all segments of pipe which has 45 bonded joints for electric conductivity. If current does not flow continuously 46 for the bonded segment of pipe, the contractor will locate and replace bonds 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15062 -7 and retest until the full length of bonded pipe will conduct electricity 2 continuously from end to end. 3 4 L. Valve Installation. 5 1. Valve weight should not be carried by pipe. Support valves with a concrete 6 block with anchors as shown in the drawings. 7 2. Restrain valves and adjoining pipe to ensure that sufficient resistance to 8 thrust is available when the valve is closed. This restrained length should 9 correspond to a 180 - degree angle from the horizontal joint restraint table 10 as indicated in the Drawings. 11 12 3.02 HELD QUALITY CONTROL 13 14 A. Test piping systems in accordance with Section 15060. 15 16 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 2 3 4 5 6 7 1 1 8 9 10 11 12 13 14 t 15 16 17 ' 18 19 20 21 22 23 ' 24 25 26 ' 27 28 29 30 31 32 ' 33 34 35 ' 36 37 38 ' 39 40 41 42 43 44 ' 45 46 PART 1- GENERAL 1.01 SUMMARY A. Section Includes: 1. Plastic pipe. B. Related Sections include but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 1 - General Requirements. 3. Section 02221 - Trenching Backfilling and Compacting for Utilities. 4. Section 15060 - Pipe and Pipe Fittings: Basic Requirements. 1.02 QUALITY ASSURANCE A. Referenced Standards: 1. American Society for Testing and Materials (ASTM): a. PVC (polyvinyl chloride) materials: 1) D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 2) ASTM D3915, Standard Specification for Polyvinyl Chloride (PVC) and Related Plastic Pipe and Fitting Compounds. 3) ASTM F477, Standard Specification for Elastormeric Seals (Gaskets) for Joining Plastic Pipe. b. PE (polyethylene) materials: 1) D3350, cell classification PE 345434C. 2. American Water Works Association (AWWA): a. PVC (polyvinyl chloride) materials: 1) C900, Polyvinyl Chloride (PVC) pressure pipe 4 through 12 IN for Water. 2) C905, Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameter 14 IN through 36 IN. b. PE (polyethylene) materials: 1) C906, Polyethylene pressure pipe and fittings, 4 IN through 63 IN for water distribution. 1.03 SUBMITTALS A. Shop Drawings: 1. See Section 15060. SECTION 15064 PIPE: LARGE DIAMETER PLASTIC PIPE 15064 -1 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15064 -2 1 2. Names of pipe. Factory test reports for PVC pipe. 2 3. Gasket material technical data. 3 4. Installers and their related experience. 4 5. Calibration certificate for torque wrenches used on mechanical joint 5 restraints. 6 7 1.04 DELIVERY, STORAGE, AND HANDLING 8 9 A. Delivery 10 1. Inspection. Each pipe shipment should be inventoried and inspected with 11 care upon arrival. 12 a. If the load has shifted, has broken packaging, or shows rough treatment, 13 then each piece should be carefully inspected for damage. 14 b. Any damaged or missing items must be promptly rejected. Notify 15 Owner immediately of any damage. 16 2. Unloading. The means by which PVC pipe is unloaded in the field is the 17 decision and responsibility of the Contractor. Preferred unloading is in 18 package units using mechanical equipment; however, the pipe can be 19 unloaded individually by hand. 20 a. During removal and handling, be sure that the units do not strike 21 anything. Severe impact could cause damage, particularly during cold 22 weather. 23 b. Do not handle units with individual chains or single cables, even if 24 padded. 25 c. Do not attach cables to unit frames or banding for lifting. 26 d. Pipe package units should be stored and place on level ground. Package 27 units should not be stacked more than 8 FT high and should be protected 28 by dunnage in the same way that they were protected while loaded on the 29 truck. 30 e. If unloading equipment is not available, pipe may be unloaded by 31 removing individual pieces. However, care should be taken to ensure 32 that pipe is not dropped or damaged. 33 34 B. Storage. 35 1. If necessary, pipe should be stored at the job site in unit packages provided 36 by the manufacturer. Caution should be exercised to avoid compression, 37 damage, or deformation to bell ends of the pipe. 38 2. When unit packages of PVC pipe are stacked, ensure that weight of upper 39 units does not cause deformation to pipe in lower units. 40 3. PVC pipe unit packages should be supported by racks or dunnage to prevent 41 damage to the bottom during storage. Supports should be spaced to prevent 42 pipe bending. 43 4. The interior and all sealing surfaces of pipe, fittings and other appurtenances 44 should be kept free of dirt and foreign matter. 45 5. Gaskets should be protected form excessive exposure to heat, direct sunlight, 46 ozone, oil and grease. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 2 ' 3 4 5 6 7 8 1 9 10 11 12 13 14 t 15 16 17 18 19 20 21 22 23 ' 24 25 26 ' 27 28 29 ' 30 31 32 ' 33 34 35 ' 36 37 38 ' 39 40 41 42 1 1 1 C. Handling. 1. Take care to prevent damage to the PVC pipe when using fork lifts or other handling equipment. 2. When handling the PVC pipe, avoid severe impact blows, abrasion damage, and gouging or cutting by metal surfaces or rocks. Avoid stressing bell joints and damage of bevel ends. 3. In preparation for pipe installation, placement (stringing of pipe should be as close to the trench as practical and should be on the opposite side of the trench from excavated earth. Bell ends should point in the direction of work progress. 4. Pipe should be lowered - not dropped - from trucks and into trenches. 5. When handling PVC pipe in cold weather, consideration must be given to variation in the pipe's impact strength. Handling techniques considered acceptable at warm temperatures may be unacceptable at very cold temperatures. 6. Fused segments of PE pipe shall be handled to avoid damage to the pipe. When lifting fused segments, use nylon slings. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURES 15064 -3 A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. PVC C905 pipe: a. IPEX, Inc. b. North American Pipe Corporation. c. JM Manufacturing Company, Inc. 2. Rubber gaskets for C905 pipe: a. S &B/Hultecs Reiber System. b. Certainteed Corporation. c. Or approved equal. 3. Mechanical Joint Restraints (For PVC Pipe): a. Ebba Iron 2000 PV and 2800. b. Or approved equal. 4. Service Saddles: a. Smith Blair. b. JCM Industries. c. Or approved equal. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15064 -4 1 2.02 MATERIALS 2 3 A. PVC Pipe: Furnish materials in full compliance with following requirements: 4 1. 4 - 12 IN: AWWA C900 PVC with Pressure Class of 150 psi per Table 2, 5 AWWA C900. 6 2. 24 -IN: AWWA C905 PVC DR -18 or 7 30- IN /36 -IN: AWWA C905 DR -25: 8 a. Pipe shall be made from Class 12454 -A or Class 12454 -B virgin 9 compounds as defined in ASTM D -1784 with an established hydrostatic - 10 design -basis rating of 4,000 psi for water at 73.4 F. The PVC pipe shall 11 be certified by NSF International to ANSI/NSF Standard 61. Pipe shall 12 have cast iron outside diameter and shall be suitable for use as a pressure 13 conduit. The wall thickness of the bell shall conform to ASTM D -3139. 14 Laying lengths shall be 20 FT +/— 1 IN for all sizes except that up to10 15 percent of the footage may be furnished in random lengths of not less 16 than 10 FT. 17 b. Gaskets for PVC pipe shall conform to ASTM F -477 and AWWA C905. 18 19 B. Uniformity: Ensure that all piping and fittings are integrated into components of 20 the finished system. Utilize products of a single manufacturer. 21 22 C. Fittings. 23 1. Fittings for C905 PVC pipe shall be ductile iron in accordance with Section 24 15062. 25 26 D. Service Saddles. 27 1. Straps and bolts shall be stainless steel (minimum 2 straps/connection). 28 2. Body shall be epoxy coated steel or ductile iron suitable for in corrosive soils 29 per Section 09905. 30 31 E. Mechanical Joint Restraint Gland. 32 1. Mechanical joint restraint shall be incorporated into the design of the 33 follower gland. The restraint mechanism shall consist of a plurality of 34 individually- actuated gripping surfaces to maximize restraint capability. 35 Glands shall be manufactured of ductile iron conforming to ASTM A536 -80. 36 a. The gland shall be such be such that it can replace the standardized 37 mechanical joint gland and can be used with the standardized mechanical 38 joint bell conforming to ANSI/AWWA C111 /A21.11 and 39 ANSI/AWWA C153/A21.53 of latest revision. Twist of nuts, sized same 40 as tee -head bolts, shall be used to insure proper actuating of restraining 41 devices. 42 b. The restraining glands shall have a pressure rating equal to that of the 43 pipe on which it is used. The restraining glands shall have been tested to 44 UNI- B- 13 -92, be listed by Underwriters Laboratories, and be approved 45 by Factory Mutual. The restraint shall be the EBAA Iron Series 2000PV 46 or approved equal. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 2 1 3 4 5 1 6 7 1 1 8 1 9 10 11 1 12 13 14 ' 15 16 17 1 18 19 20 1 21 22 23 1 24 25 26 ' 27 28 29 1 30 31 32 1 33 34 35 36 37 38 ' 39 40 41 42 43 44 1 45 46 PART 3 - EXECUTION 3.01 INSTALLATION 07225.040.036 15064 -5 2. Coat with an epoxy coating suitable for use in corrosive soils per Section 09905. 3. Provide stainless steel bolts and actuating screws. 4. Provide all iron or metallic fittings and MJ restrained joints with a double application of polyethylene sleeving per AWWA C105 and Section 15062. F. Restraint Harness for C905 Pipe Bells. 1. Provide restraint harnesses for resisting thrust forces as specified or shown in the project plans and where otherwise necessary to resist pullout at joints due to internal pipe pressures. 2. Restraint rings of large diameter PVC pipe bells shall be made of ductile iron components. All ductile iron shall conform to ASTM A536. The restraint mechanism shall consist of a plurality of individually activated gripping surfaces to maximize restraint capability. The restraint harnesses shall be the Series 2800 as produced by EBAA Iron, Inc. or approved equal. 3. Coat with an epoxy coating suitable for use in corrosive soils per Section 09905. 4. Provide stainless steel bolts and actuating screws. 5. Provide polyethylene encasement, dual layer, around each restraint harness in accordance with AWWA C105. A. Dewatering. 1. Where conditions are such that running or standing water occurs in the trench bottom or the soil in the trench bottom displays a "quick" tendency, the water should be removed by pumps and other suitable means (such as well points or pervious under drain bedding) until the pipe has been installed and the backfill has been placed to a sufficient height to prevent flotation of pipe. B. Preparation of Trench Bottom. 1. The trench bottom should be constructed to provide a firm, stable, and uniform support for the full length of the pipe. 2. Bell holes should be provided at each joint to permit proper assembly and pipe support. 3. Any part of the trench bottom excavated below grade should be backfilled to grade and should be compacted as required to provide firm pipe support. 4. When an unstable subgrade condition is encountered that could provide inadequate pipe support, additional trench depth should be excavated and refilled with suitable foundation material. 5. Ledge rock, boulders, and large stones should be removed to provide adequate soil cushion on all sides of the pipe and accessories. City of Round Rock November 1999 West Transmission Potable Water Pipeline 15064 -6 1 2 C. Laying of Pipe. 3 1. To prevent damage, proper implements, tools, and equipment should be used 4 for placement of the pipe in the trench. 5 2. Under no circumstances should the pipe or accessories be dropped into the 6 trench. 7 3. All foreign matter or dirt should be removed form the pipe interior. 8 4. When pipe laying is not in progress, open ends of installed pipe should be 9 closed to prevent entrance of trench water, dirt, foreign matter, or small 10 animals into the line. 11 12 D. Reaction or Thrust Blocking. 13 1. Restrained joints shall be the method used to resist thrust loading. 14 2. Concrete reaction or thrust blocking should only be provided where 15 indicated in the plans, or called for by the Engineer during construction, in a 16 manner which will not conflict with future utility placement within the 17 easement. 18 19 E. Pipe Embedment. 20 1. PVC pipe must be installed with proper bedding providing uniform 21 longitudinal support under the pipe. 22 2. Bedding material should be worked under the sides of the pipe to provide 23 satisfactory haunching. 24 3. Initial bedding material should be placed to a minimum depth of 6 IN (150 25 mm) over the top of the pipe. 26 4. All pipe bedding material should be selected and placed carefully, avoiding 27 stones and debris. Sharp stones and crushed rock (larger than 3/4 IN), which 28 could cause significant scratching or abrasion of the pipe, should be 29 excluded from the embedment material. 30 5. Proper compaction procedures should be exercised to provide soil densities 31 as specified in Section 02221. 32 33 F. Final Backfill. 34 1. After placement and compaction of pipe bedding materials, the balance of 35 backfill materials may be machine placed. 36 2. The material should contain no Large stones or rocks, or debris. Proper 37 compaction procedures should be exercised to provide required densities. 38 39 G. Assembly of Gasketed Joints. 40 1. Assemble gasketed joints as recommended by the pipe manufacturer. 41 2. Clean the gasket, the bell or coupling interior, especially the groove area 42 (except when gasket is permanently installed), and the spigot area, using a 43 rag, brush or paper towel to remove any dirt or foreign material before the 44 assembling. 45 3. Inspect the gasket, pipe spigot bevel, gasket groove, and sealing surfaces for 46 damage for deformation 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 15064 -7 1 1 4. When gaskets are not factory- installed , use only gaskets that are designed 2 for and supplied with the pipe. I 3 5. Use only lubricant supplied by the pipe manufacturer for use with gasketed 4 PVC pipe in potable water systems. 5 6. Do not swing or "stab" the joint; (i.e. do not suspend the pipe and swing it I 6 into the bell). 7 7. The pipe should be pushed into the bell or coupling either by hand or with 8 the use of bar and block. Construction machinery should be used only at the I 9 direction of the manufacturer. 10 8. If undue resistance to insertion of the pipe end is encountered, or if the 11 reference mark does not position properly, disassemble the joint and check I 12 the position of the gasket. If the gasket is twisted or pushed out of its seat 13 ( "fishmouthed "), inspect components, repair or replace damaged items. 14 9. Field -cut pipe ends should be cut square and beveled. I 15 16 H. Valve Installation. 17 1. Valve weight should not be carried by PVC pipe. Support valves with a I 18 block with anchors as shown in the drawings. 19 2. Restrain valves and adjoining pipe to ensure that sufficient resistance to 20 thrust is available when the valve is closed. This restrained length should I 21 correspond to a 180 - degree angle from the horizontal joint restraint table as 22 indicated in the Drawings. 23 I 24 I. Service Saddles. Install service saddles to accommodate air valves as shown in 25 the plans. 26 1. Provide full support around the circumference of the pipe, and provide a I 27 bearing area of sufficient width along the axis of the pipe (2 IN minimum), 28 ensuring that the pipe will not be distorted when the saddle is tightened. 29 2. Service clamps should not: I 30 a. Have lugs that will dig into the pipe when the saddle is tightened. 31 b. Have a U -bolt type of strap that does not provide sufficient bearing area. 32 c. Have a clamping arrangement that is not fully contoured to the outside I 33 diameter of the pipe. 34 3. Cutting tool should be a shell -type cutter (hole cutter) that will retain the 35 coupon and that is designed to accommodate pipe walls. I 36 4. Install service clamps and saddles in accordance with manufacturer's 37 recommendations. 38 I 39 J. Restrained Joints: ao 1. Install per Manufacturer's recommendations. 41 2. Where recommended, use a recently calibrated torque wrench and tighten I 42 bolts to the specified torque. 43 1 1 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15064 -8 1 3.02 IDENTIFICATION 2 3 A. PVC pipe must be marked at intervals not more than 5 FT as prescribed by 4 AWWA Standard C905; i.e., nominal size and OD base, PVC, Dimension ratio, 5 AWWA pressure rating, AWWA C905, manufacturer's name, and 6 manufacturer's production code including day, month, plant, and extruder of 7 manufacture. 8 9 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 2 ' 3 4 5 6 7 8 1 9 10 11 12 13 14 15 16 17 ' 18 19 20 ' 21 22 23 24 25 26 27 28 29 ' 30 31 32 t 33 34 35 36 37 38 ' 39 40 41 42 43 44 ' 45 46 1 1 PART 1— GENERAL 1.01 SUMMARY SECTION 15090 PIPE SUPPORT SYSTEMS A. Section Includes: 1. Pipe support and anchor systems. 15090 - 1 B. Related Sections include but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 1 - General Requirements. 3. Section 09905 - Painting and Protective Coatings. 1.02 QUALITY ASSURANCE A. Referenced Standards: 1. American National Standards Institute (ANSI): a. B31.1, Power Piping. b. B31.3, Chemical Plant and Petroleum Refinery Piping. 2. American Society for Testing and Materials (ASTM): a. A575, Merchant Quality Hot - Rolled Carbon Steel Bars. 3. American Welding Society (AWS): a. D1.1, Structural Welding Code - Steel. 4. Manufacturer's Standardization Society of the Valve and Fittings Industry (MSS): a. SP -58, Pipe Hangers and Supports - Materials, Design and Manufacture. b. SP -69, Pipe Hangers and Supports - Selection and Application. 1.03 SUBMITTALS A. Shop Drawings: 1. See Section 01340. 2. Product technical data including: a. Acknowledgment that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions. c. Itemized list of wall sleeves, anchors, support devices and all other items related to pipe support system. d. Scale drawings showing guides, hangers, supports, anchors, structural members and appurtenances to describe the pipe support system. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline NOMINAL ROD DIAMETER 1 MAXIMUM SAFE LOAD (LBS) 3/8 IN DIA (min) 610 1/2 IN DIA 1,130 5/8 IN DIA 1,810 3/4 IN DIA 2,710 7/8 IN DIA 3,770 1 IN DIA 4,960 1 PART 2 — PRODUCTS 2 3 2.01 MANUFACTURED UNITS 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 15090 -2 07225.040.036 A. Hanger Rods: 1. Material: ASTM A36. 2. Continuously threaded. 3. Electro - galvanized or cadmium plated after threads are cut. 4. Load limit: B. Hangers: 1. Hangers for use directly on copper pipe: Copper or cadmium plated. 2. Hangers for use other than directly on copper pipe: Cadmium plated or galvanized. 3. Hanger type schedule: APPLICATION 1 PIPE SIZE ! HANGER TYPE All except noted Over 4 IN , ITT Grinnell Figure 590 All except noted 4 IN & less ITT Grinnell Figure 108 with Figure 114 C. Concrete Inserts for Hanger Rods: 1. Continuous slots: Unistrut #P1000. 2. Individual inserts: ITT Grinnell Figure 281. 3. Self - drilling expansion anchors: Phillips flush -end or snap -off end type. 24 D. Beam Clamps for Hanger Rods: 25 1. Heavy duty. 26 2. ITT Grinnell Figure 133. 27 28 E. Trapeze Hangers for Suspended Piping: 29 1. Material: Steel. 30 2. Galvanized. 31 3. Angles, channels, or other structural shapes. 32 4. Curved roller surfaces at support point corresponding with type of hanger 33 required. 34 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15090 -3 1 F. Vertical Pipe Supports: 2 1. At base of riser: 3 2. Lateral movement: 4 a. Clamps or brackets: 5 1) ITT Grinnell. 6 7 G. Expanding Pipe Supports: 8 1. Spring hanger type. 9 2. MSS SP -58. 10 11 H. Pipe Support Saddle: 12 1. For pipe located 3 FT or less from floor elevation, except as otherwise 13 indicated on Drawings. 14 2. ITT Grinnell Figure 264. 15 16 I. Pipe Support Risers: 17 1. Schedule 40 pipe. 18 2. Galvanized. 19 3. As recommended by saddle manufacturer. 20 21 J. Pipe Support Base Plate: 22 1. 4 IN larger than support. 23 2. Collar 3/16 IN thickness, circular in shape, and sleeve type connection to 24 pipe. 25 3. Collar fitted over outside of support pipe and extended 2 IN from floor plate. 26 4. Collar welded to floor plate. 27 5. Edges ground smooth. 28 6. Assembly hot dipped galvanized after fabrication. 29 30 K. Pipe Covering Protection Saddle: 31 1. For insulated pipe at point of support. 32 2. ITT Grinnell Figure 167, Type B. 33 34 L. Wall Brackets: 35 1. For pipe located near walls and 8 FT or more above floor elevation or as 36 otherwise indicated on the Drawings. 37 2. ITT Grinnell Figure 199. 38 39 M. Pipe Anchors: 40 1. For locations shown on the Drawings. 41 2. 1/4 IN steel plate construction. 42 3. Hot dipped galvanized after fabrication. 43 4. Designed to prevent movement of pipe at point of attachment. 44 45 N. Pipe Guides: 46 1. For locations on both sides on each expansion joint or loop. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15090 -4 1 2. To ensure proper alignment of expanding or contracting pipe. 2 3. ITT Grinnell Figure 256. 3 4 0. Substitutions: 5 1. Submit requests for substitutions in accordance with Specification Section 6 01640. 7 8 2.02 DESIGN REQUIREMENTS 9 10 A. Supports capable of supporting the pipe for all service and testing conditions. 11 12 B. Allow free expansion and contraction of the piping to prevent excessive stress 13 resulting from service and testing conditions or from weight transferred from the 14 piping or attached equipment. 15 16 C. Design supports and hangers to allow for proper pitch of pipes. 17 18 D. For chemical and waste piping, design, materials of construction and installation 19 of pipe hangers, supports, guides, restraints, and anchors: 20 1. ANSI B31.3. 21 2. MSS SP -58 and SP -69. 22 3. Except where modified by this Specification. 23 24 E. For cold water piping, design, materials of construction and installation of pipe 25 hangers, supports, guides, restraints, and anchors: 26 1. ANSI B31.1. 27 2. MSS SP -58 and SP -69. 28 29 F. Check all physical clearances between piping, support system and structure. 30 1. Provide for vertical adjustment after erection. 31 32 G. Support vertical pipe runs in pipe chases at base of riser. Support pipes for 33 lateral movement with clamps or brackets. 34 35 H. Place hangers on outside of pipe insulation. Use a pipe covering protection 36 saddle for insulated pipe at support point. 37 1. Insulated piping 1 -1/2 IN and less: 38 a. Provide a 9 IN length of 9 LB density fiberglass insulation at saddle. 39 2. Insulated piping over 1 -1/2 IN: 40 a. Provide a 12 IN length of 9 LB density fiberglass insulation on saddle. 41 42 I. Provide 20 GA galvanized steel pipe saddle for fiberglass and plastic support 43 points to ensure minimum contact width of 4 IN. 44 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline PIPE SIZES — IN MAXIMUM SPAN - FT 1 -1/4 and less 3 1 -1/2 thru 3 4 4 and greater 5 * Maximum fluid temperature of 120 DegF. PIPE SIZES - IN MAXIMUM SPAN - FT 1 -1/2 and less 5 2 thru 4 10 5thru 8 15 10 and greater 20 PIPE SIZES - IN MAXIMUM SPAN - FT 2 -1/2 and less 5 3 thru 6 10 8 and greater 15 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 T. Pipe Support Spacing: 1. General: a. Locate pipe supports at maximum spacing scheduled unless indicated otherwise on the Drawings. b. Provide at least one support for each length of pipe at each change of direction and at each valve. 2. Steel, stainless steel, cast -iron pipe support schedule: 3. Copper pipe support schedule: 4. PVC pipe support schedule: 15090 - 5 5. Support each length and every fitting: a. Bell and spigot piping: 1) At least one hanger. 2) Applied at bell. b. Mechanical coupling joints: 1) Place hanger within 2 FT of each side of fittings to keep pipes in alignment. 6. Space supports for soil and waste pipe and other piping systems not included above every 5 FT. 7. Provide continuous support for nylon tubing. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15090 -6 1 PART 3 — EXECUTION 2 3 3.01 INSTALLATION 4 5 A. Provide piping systems exhibiting pulsation, vibration, swaying, or impact with 6 suitable constraints to correct the condition. 7 1. Included in this requirement are movements from: 8 a. Trap discharge. 9 b. Water hammer 10 c. Similar internal forces. 11 12 B. Weld Supports: 13 1. AWS D1.1. 14 2. Weld anchors to pipe in accordance with ANSI B31.3. 15 16 C. Locate piping and pipe supports as to not interfere with open accesses, 17 walkways, platforms, and with maintenance or disassembly of equipment. 18 19 D. Inspect hangers for: 20 1. Design offset. 21 2. Adequacy of clearance for piping and supports in the hot and cold positions. 22 3. Guides to permit movement without binding. 23 4. Adequacy of anchors. 24 25 E. Inspect hangers after erection of piping systems and prior to pipe testing and 26 flushing. 27 28 F. Install individual or continuous slot concrete inserts for use with hangers for 29 piping and equipment. 30 1. Install concrete inserts as concrete forms are installed. 31 32 G. Welding: 33 1. Welding rods: ASTM and AWS standards. 34 2. Integral attachments: 35 a. Include welded -on ears, shoes, plates and angle clips. 36 b. Ensure material for integral attachments is of good weldable quality. 37 3. Preheating, welding and post -heat treating: ANSI B31.3, Chapter V. 38 39 H. Field Painting: 40 1. Comply with Section 09905. 41 42 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15100 -1 1 SECTION 15100 2 VALVES: BASIC REQUIREMENTS 3 4 5 PART 1- GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes 10 1. Valving, actuators, and valving appurtenances. 11 12 B. Related Sections include but are not necessarily limited to 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 11005 - Equipment: Basic Requirements. 17 4. Section 15060 - Pipe and Pipe Fittings: Basic Requirements. 18 19 1.02 QUALITY ASSURANCE 20 21 A. Referenced Standards 22 1. American National Standards Institute (ANSI) 23 a. B1.20.1, Pipe Threads, General Purpose. 24 b. B16.1, Cast Iron Pipe Flanges and Flanged Fittings. 25 c. B16.18, Cast Copper Alloy Solder Joint Pressure Fittings. 26 d. B16.34, Valves - Flanged, Threaded and Welding End. 27 2. American Water Works Association (AWWA) 28 a. C111, Rubber - Gasket Joints for Ductile Iron and Gray Iron Pressure 29 Pipe and Fittings. 30 b. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 31 1441N. 32 c. C500, Gate Valves for Water and Sewerage Systems. 33 d. C504, Rubber - Seated Butterfly Valves. 34 e. C507, Ball Valves, 6 IN through 48 IN (150 MM through 1200 MM). 35 f. C509, Resilient - Seated Gate Valves 3 through 12 NPS, for Water and 36 Sewage Systems. 37 g. C540, Power - Actuating Devices for Valves and Sluice Gates. 38 h. C550, Protective Epoxy Interior Coatings for Valves and Hydrants. 39 i. C606, Grooved and Shouldered Joints. 40 3. Manufacturers Standardization Society of the Valve and Fittings Industry, 41 Inc.(MSS). 42 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15100 -2 1 1.03 DEFINITIONS 2 3 A. The following are definitions of abbreviations used in this section or one of the 4 individual valve sections. 5 1. PW: Potable Water. 6 7 1.04 SUBMITTALS 8 9 A. Shop Drawings 10 1. See Section 01340. 11 2. Product technical data including 12 a. Acknowledgement that products submitted meet requirements of 13 standards referenced. 14 b. Manufacturers installation instructions. 15 c. Valve pressure and temperature rating. 16 d. Valve material of construction. 17 e. Special linings. 18 f. Valve dimensions and weight. 19 g. Valve flow coefficient. 20 h. Wiring and control diagrams for electric or cylinder actuators. 21 3. Test reports. 22 23 B. Operation and Maintenance Manuals 24 1. See Section 01340. 25 26 27 PART 2 PRODUCTS 28 29 2.01 ACCEPTABLE MANUFACTURERS 30 31 A. Refer to individual valve specification sections. 32 33 2.02 MATERIALS 34 35 A. Refer to individual valve specification sections. 36 37 2.03 VALVE ACTUATORS 38 39 A. Valve Actuators - General 40 1. Provide actuators as shown on Drawings or specified. 41 2. Counter clockwise opening as viewed from the top. 42 3. Direction of opening and the word OPEN to be cast in handwheel or valve 43 bonnet. 44 4. Size actuator to produce required torque with a maximum pull of 80 LB at 45 the maximum pressure rating of the valve provided and withstand without 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15100 -3 1 damage a pull of 200 LB on handwheel or chainwheel or 300 foot - pounds 2 torque on the operating nut. 3 5. Unless otherwise specified, actuators for valves to be buried, submerged or 4 installed in vaults or manholes shall be sealed to withstand at least 20 feet of 5 submergence. 6 6. Extension Stem 7 a. install where shown or specified. 8 b. Solid steel with actuator key and nut, diameter not less than stem of 9 valve actuator shaft. 10 c. Pin all stem connections. 11 d. Center in valve box or gating opening band with guide bushing. 12 13 B. Buried Valve Actuators 14 1. Provide screw or slide type adjustable cast iron valve box, 5 IN minimum 15 diameter, 3/16 IN minimum thickness, and identifying cast iron cover. 16 2. Box base to enclose buried valve gear box or bonnet. 17 3. Provide 2 IN standard actuator nuts complying with Section 3.16 of AWWA 18 C500. 19 4. Provide at least two teehandle keys for actuator nuts, with 5 FT extension 20 between key and handle. 21 5. Extension Stem 22 a. Provide for buried valves greater than 4 FT below finish grade. 23 b. Extend to within 6 IN of finish grade. 24 6. Provide concrete pad encasement of valve box as shown for all buried 25 valves unless shown otherwise. 26 27 C. Exposed Valve Manual Actuators 28 1. Provide for all exposed valves not having electric or cylinder actuators. 29 2. Provide handwheels for gate and globe valves. 30 a. Size handwheels for valves in accordance with AWWA C500. 31 3. Provide lever actuators for plug valves, butterfly valves and ball valves 3 IN 32 DIA and smaller. 33 a. Lever actuators for butterfly valves shall have a minimum of five 34 intermediate lock positions between full open and full close. 35 b. Provide at least two levers for each type and size of valve furnished. 36 4. Gear actuators required for plug valves, butterfly valves, and ball valves 37 4 IN DIA and larger. 38 5. Provide gearing for gate valves 20 IN and larger in accordance with AWWA 39 C500. 40 6. Gear actuators to be totally enclosed, permanently lubricated and with sealed 41 bearings. 42 7. Provide chain actuators for valves 6 FT or higher from finish floor to valve 43 centerline. 44 a. Cadmium - plated chain looped to within 3 FT of finish floor. 45 b. Equip chain wheels with chain guides to permit rapid operation with 46 reasonable side pull without "gagging" the wheel. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15100-4 8. Provide cast iron floor stands where shown on Drawings. Stands to be 2 furnished by valve manufacturer with actuator. 3 a. Stand or actuator to include thrust bearings for valve operation and 4 weight of accessories. 5 6 2.04 FABRICATION 7 8 A. End Connections 9 1. Provide the type of end connections for valves as required in the Piping 10 Schedules presented in Section 15060 or as shown on the Drawings. 11 2. Comply with the following standards 12 a. Threaded: ANSIB1.20.1. 13 b. Flanged: ANSI B16.1 Class 125 unless otherwise noted or AWWA 14 C207. 15 c. Bell and spigot or mechanical (gland) type: AWWA C111. 16 17 B. Refer to individual valve sections for specifications of each type of valve on 18 Project. 19 20 C. Nuts, Bolts, and Washers 21 1. Wetted or internal to be bronze or stainless steel. Exposed to be zinc or 22 cadmium plated. 23 24 D. On Insulated Piping: Provide valves with extended stems to permit proper 25 insulation application without interference from handle. 26 27 E. Epoxy Interior Coating 28 1. Provide epoxy interior coating for all ferrous surfaces in accordance with 29 AWWA C550 and NSF 61. 30 31 32 PART 3 - EXECUTION 33 34 3.01 INSTALLATION 35 36 A. Install products in accordance with manufacturer's instructions. 37 38 B. Painting Requirements 39 1. Comply with Section 09905 for painting and protective coatings. 40 41 C. Setting Buried Valves 42 1. Locate valves installed in pipe trenches where buried pipe indicated on 43 Drawings. 44 2. Set valves and valve boxes plumb. 45 3. Place valve boxes directly over valves with top of box being brought to 46 surface of finished grade. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15100-5 4. Install in closed position. 2 5. Place valve on firm footing in trench to prevent settling and excessive strain 3 on connection to pipe. 4 6. After installation, backfill up to top of box for a minimum distance of 4 FT 5 on each side of box. 6 7 D. Support exposed valves and piping adjacent to valves independently to eliminate 8 pipe loads being transferred to valve and valve loads being transferred to the 9 piping. 10 11 E. Install valves accessible for operation, inspection, and maintenance. 12 13 3.02 ADJUSTING 14 15 A. Adjust valves, actuators, and appurtenant equipment to comply with Section 16 01650. Operate valve, open and close at system pressures. 17 18 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15101 -1 1 SECTION 15101 2 GATE VALVES 3 4 5 PART 1 - GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Gate valves. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 15100 - Valves: Basic Requirements. 17 18 1.02 QUALITY ASSURANCE 19 20 A. Referenced Standards: 21 1. American Water Works Association (AWWA): 22 a. C500, Metal- Seated Gate Valves for Water Supply Service. 23 b. C509, Resilient - Seated Gate Valves for Water and Sewerage Systems. 24 c. C550, Protective Epoxy Interior Castings for Valves and Hydrants. 25 2. Manufacturer's Standardization Society of the Valve and Fittings Industry, 26 Inc (MSS): 27 a. SP -9, Spot Facing for Bronze, Iron and Steel Flanges. 28 b. SP -70, Cast Iron Gate Valves, Flanged and Threaded Ends. 29 c. SP -80, Bronze Gate, Globe, Angle and Check Valves. 30 31 1.03 DEFINITIONS 32 33 A. OS &Y: Outside Screw and Yoke. 34 35 B. NRS: Non - rising Stem. 36 37 C. RS: Rising Stem. 38 39 1.04 SUBMITTALS 40 41 A. Shop Drawings: 42 1. See Section 15100. 43 44 B. Operation and Maintenance Manuals: 45 1. See Section 01340. 46 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15101 -2 1 2 PART2- PRODUCTS 3 4 2.01 ACCEPTABLE MANUFACTURERS 5 6 A. Subject to compliance with the Contract Documents, the manufacturers listed 7 under the specific valve types are acceptable. 8 9 B. All valves supplied should be NSF 61 approved . 10 11 2.02 VALVES: WATER 12 13 A. Resilient Seat Gate Valves, 3 to 12 IN DIA: 14 1. Comply with AWWA C509. 15 2. Materials: 16 a. Stem and stem nut: bronze. 17 1) Welded bronze parts in low zinc bronze. 18 2) Aluminum bronze components: heat treated per AWWA C504. 19 b. Body, gate: ductile iron. 20 c. Resilient seat: Styrene Butadiene Rubber (SBR). 21 d. Bolts, nuts: 18 -8 SST. 22 3. Design requirements: 23 a. 200 psi working pressure. 24 b. Buried: NRS 0-ring stem seal. 25 c. Exposed: OS &Y, stuffing box stem seal, handwheel. 26 4. Fusion bonded epoxy coating interior and exterior except stainless steel and 27 bearing surfaces comply with AWWA C550. 28 5. Acceptable Manufacturers: 29 a. Clow. 30 b. Mueller. 31 c. M & H. 32 d. American Flow Control. 33 34 B. Resilient Seat Gate Valves, 14 to 24 IN DIA: 35 1. Comply with both AWWA C500 and C509. 36 2. Materials: 37 a. Stem and stem nut: bronze. 38 1) Welded bronze parts in low zinc bronze. 39 2) Aluminum bronze components: heat treated per AWWA C504. 40 b. Body: ductile iron. 41 c. Gate: ductile iron coated in bonded SBR. 42 d. Bolts, nuts: 18 -8 SST. 43 3. Design requirements 44 a. Working pressure: As indicated on the drawings, 150 psi min, 250 psi 45 max. 46 b. Buried: NRS 0-ring stem seal. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15101 -3 1 4. Fusion bonded epoxy coating interior and exterior except stainless steel and 2 bearing surfaces. Comply with AWWA C550. 3 5. Acceptable Manufacturers: 4 a. U.S. Pipe "Metroseal ". 5 b. American Flow Control, Series 2500 6 c. 7 8 2.03 ACCESSORIES 9 10 A. Refer to Drawings for type of actuators Furnish actuator integral with valve. 11 12 B. Refer to Section 15100 for actuator requirements. 13 14 2.04 FABRICATION 15 16 A. General: 17 1. Provide valves with clear waterways the full diameter of the valve. 18 19 B. Spot valves in accordance with MSS SP - 9. 20 21 C. Provide coatings in accordance with AWWA standards and NSF61 per 15100. 22 23 PART 3 - EXECUTION 24 25 3.01 INSTALLATION 26 27 A. See Section 15100. 28 29 B. Where larger buried valves utilize smaller bypass valves, provide a second valve 30 box installed over the bypass valve operating nut. 31 32 C. Do not install gate valves inverted or with the stems sloped more than 33 45 degrees from the upright unless the valve was ordered and manufactured 34 specifically for this orientation. 35 36 END OF SECTION 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15103 -1 1 SECTION 15103 2 BUTTERFLY VALVES 3 4 5 PART 1 - GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Butterfly valves. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 15060 - Pipe and Pipe Fittings: Basic Requirements. 17 4. Section 15100 - Valves: Basic Requirements. 18 19 1.02 QUALITY ASSURANCE 20 21 A. Referenced Standards: 22 1. American National Standards Institute (ANSI): 23 a. B16.1, Pipe Flanges and Flanged Fittings. 24 2. American Society for Testing and Materials (ASTM): 25 a. A48, Standard Specifications for Gray Iron Castings. 26 b. Al26, Gray Iron Castings for Valves, Flanges and Pipe Fittings. 27 c. A536, Standard Specification for Ductile Iron Castings. 28 3. American Water Works Association (AWWA): 29 a. C504, Rubber Seated Butterfly Valves. 30 4. Manufacturers Standardization Society of the Valve and Fittings Industry 31 (MSS): 32 a. SP -67, Butterfly Valves. 33 34 1.03 SUBMITTALS 35 36 A. Shop Drawings: 37 1. See Section 15100. 38 2. For valves 8 IN and larger, furnish "Affidavit of Compliance" with Owner in 39 accordance with AWWA C504. 40 41 B. Operation and Maintenance Manuals: 42 1. See Section 01340. 43 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15103 -2 2 PART 2- PRODUCTS 3 4 2.01 ACCEPTABLE MANUFACTURERS 5 6 A. Subject to compliance with the Contract Documents, the following 7 manufacturers are acceptable: 8 1. DeZurik. 9 2. Clow. 10 3. Dresser. 11 4. Mueller. 12 5. Pratt. 13 14 B. Submit requests for substitution in accordance with Specification Section 15 01640. 16 17 2.02 BUTTERFLY VALVES (AWWA C504) 18 19 A. Comply with AWWA C504 and appropriate shaft - siting criteria for increased 20 operating pressure. 21 22 B. Materials: 23 1. Valve bodies: 24 a. ASTM Al26, Class B or ASTM A536 Grade 65 -45 -12 ductile iron. 25 2. Valve shafts: 26 a. Stainless steel, 18 -8, Type 304 or 316. 27 3. Valve discs: 28 a. Potable and non - potable water: 29 1) ASTM A48, Class 40 cast iron. 30 2) ASTM A536, Grade 65 -45 -12 ductile iron. 31 3) ASTM A436, Type 1 alloy cast iron. 32 4) Bronze in accordance with AWWA C504. 33 4. Valve seats: EPDM. 34 5. Mating surfaces: ASTM A276, 18 -8, stainless steel or bronze. 35 36 C. Design Requirements: 37 1. Seat type: Resilient. Comply with AWWA C504. 38 2. Exposed and buried valves 3 through 20 IN. 39 a. Body type: Short body flange. 40 b. Working pressure: Valves should be provided for pressure rating 41 indicated for pipeline. 42 3. Direct buried valves: 43 a. Working pressure: Valves should be provided for pressure rating 44 indicated for pipeline. 45 46 D. Provide coatings in accordance with AWWA standards and NSF61 per 15100. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 2 3 PART 3 - EXECUTION 4 5 3.01 INSTALLATION 6 7 A. See Section 15100. 8 9 07225.040.036 END OF SECTION 15103 -3 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15114 -1 1 SECTION 15114 2 MISCELLANEOUS VALVES 3 4 5 PART 1 - GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Air release and vacuum relief valves. 11 a. Air Release Valves. 12 b. Air and Vacuum Valves. 13 c. Combination Air/Vacuum Release Valves. 14 15 B. Related Sections include but are not necessarily limited to: 16 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 17 Contract. 18 2. Division 1 - General Requize.uents. 19 3. Section 15100 - Valves: Basic Requirements. 20 21 1.02 QUALITY ASSURANCE 22 23 A. Referenced Standards: 24 1. American Gas Association (AGA). 25 2. American National Standards Institute (ANSI): 26 a. B16.1, Cast -Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250, 27 and 800. 28 3. American Water Works Association (AWWA): 29 a. C512, Air - Release, Air/Vacuum, and Combination Air Valves for 30 Waterworks Service. 31 b. C550, Protective Epoxy Interior Coatings for Valves and Hydrants. 32 33 1.03 SUBMITTALS 34 35 A. Shop Drawings: 36 1. See Section 15100. 37 38 B. Operation and Maintenance Manuals: 39 1. See Section 01340. 40 41 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 PART 2- PRODUCTS 2 3 2.01 ACCEPTABLE MANUFACTURERS 4 5 6 7 8 9 10 11 2.02 AIR RELEASE AND VACUUM RELIEF VALVES 12 13 A. General: 14 1. Conform to AWWA C512. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 15114 -2 07225.040.036 A. Subject to compliance with the Contract Documents, the manufacturers listed under the specific valve types are acceptable. B. Submit requests for substitution in accordance with Specification Section 01640. B. Air Release Valve (ARV): 1. Acceptable manufacturers: a. APCO. b. Val - Matic. c. Golden Anderson. d. Crispin. 2. Materials: a. Body and cover: Cast iron or semi - steel. b. Float: Stainless steel. c. Linkage and trim: Bronze or stainless steel. 3. Design requirements: a. Inlet size shall be 2 IN, NPT. b. Orifice size shall vary based on the designated operating pressure within the pipeline according to the following table: C. Air Vacuum Valve (AVV): 1. Acceptable manufacturers: a. APCO. b. Val - Matic. 2. Materials: a. Body and cover: Cast iron. b. Float: Stainless steel. c. Seat: Buna -N. City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ORIFICE D AMETER ACCORDING TO DESIGNATED PIPELINE PRESSURE CLASS Pressure (PSI) 100 150 200 250 Orifice (IN) 7/16 3/8 1/4 7/32 1 PART 2- PRODUCTS 2 3 2.01 ACCEPTABLE MANUFACTURERS 4 5 6 7 8 9 10 11 2.02 AIR RELEASE AND VACUUM RELIEF VALVES 12 13 A. General: 14 1. Conform to AWWA C512. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 15114 -2 07225.040.036 A. Subject to compliance with the Contract Documents, the manufacturers listed under the specific valve types are acceptable. B. Submit requests for substitution in accordance with Specification Section 01640. B. Air Release Valve (ARV): 1. Acceptable manufacturers: a. APCO. b. Val - Matic. c. Golden Anderson. d. Crispin. 2. Materials: a. Body and cover: Cast iron or semi - steel. b. Float: Stainless steel. c. Linkage and trim: Bronze or stainless steel. 3. Design requirements: a. Inlet size shall be 2 IN, NPT. b. Orifice size shall vary based on the designated operating pressure within the pipeline according to the following table: C. Air Vacuum Valve (AVV): 1. Acceptable manufacturers: a. APCO. b. Val - Matic. 2. Materials: a. Body and cover: Cast iron. b. Float: Stainless steel. c. Seat: Buna -N. City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. Design requirements: 2 a. Inlet and outlet sizes shall be equal and as indicated on the Contract 3 Drawings. 4 b. Valves should be provided for pressure rating indicated for pipeline. 5 c. Valves should be provided with an anti - slamming or regulated closure 6 mechanism. 7 d. Valves larger than 2 IN shall be provided with flanged connections. 8 4. Flush accessories: 9 a. Blow -off valve. 10 b. Clear water inlet valve. 11 c. Hose and quick connect coupling. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 07225.040.036 15114 - D. Combination Air Vacuum Release Valves (CAVRV): 1. Acceptable manufacturers: a. APCO. b. Val - Matic. c. Golden Anderson. d. Crispin. 2. Materials: a. Body and cover: Cast iron. b. Float, linkage and hardware: Stainless steel. c. Seat: Buna -N. 3. Design requirements: a. Provide single housing for combined valves. b. Inlet and outlet sizes shall be equal and as indicated on the Contract Drawings. c. Valves should be provided for pressure rating indicated for pipeline. d. Valves should be provided with an anti - slamming or regulated closure mechanism. e. Valves larger than 2 IN shall be provided with flanged connections.. f. Orifice size for air release shall vary based on the designated operating pressure within the pipeline according to the following table: 4. Unit may be combined in one valve body or be duplex type. 5. Provide surge check unit. 6. Provide butterfly isolation valve. City of Round Rock November 1999 West Transmission Potable Water Pipeline ORIFICE DIAMETER ACCORDING TO DESIGNATED PIPELINE PRESSURE CLASS Pressure (PSI) 100 150 200 250 Orifice (IN) 7/16 3/8 1/4 7/32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. Design requirements: 2 a. Inlet and outlet sizes shall be equal and as indicated on the Contract 3 Drawings. 4 b. Valves should be provided for pressure rating indicated for pipeline. 5 c. Valves should be provided with an anti - slamming or regulated closure 6 mechanism. 7 d. Valves larger than 2 IN shall be provided with flanged connections. 8 4. Flush accessories: 9 a. Blow -off valve. 10 b. Clear water inlet valve. 11 c. Hose and quick connect coupling. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 07225.040.036 15114 - D. Combination Air Vacuum Release Valves (CAVRV): 1. Acceptable manufacturers: a. APCO. b. Val - Matic. c. Golden Anderson. d. Crispin. 2. Materials: a. Body and cover: Cast iron. b. Float, linkage and hardware: Stainless steel. c. Seat: Buna -N. 3. Design requirements: a. Provide single housing for combined valves. b. Inlet and outlet sizes shall be equal and as indicated on the Contract Drawings. c. Valves should be provided for pressure rating indicated for pipeline. d. Valves should be provided with an anti - slamming or regulated closure mechanism. e. Valves larger than 2 IN shall be provided with flanged connections.. f. Orifice size for air release shall vary based on the designated operating pressure within the pipeline according to the following table: 4. Unit may be combined in one valve body or be duplex type. 5. Provide surge check unit. 6. Provide butterfly isolation valve. City of Round Rock November 1999 West Transmission Potable Water Pipeline 15114-4 1 2.03 BLOW -OFF VALVE/FLUSHING STATION 2 3 A. General: 4 1. Conform to AWWA standards for hydrant setting and installation. 5 2. Unit shall have a 4 IN vertical FIP inlet and 4 IN NPT nozzle outlet. 6 3. Unit shall be operated by turning a top - mounted operating nut 7 counterclockwise to open, clockwise to close. 8 9 B. Materials: 10 1. Inlet/Outlet: Brass. 11 2. Internal working parts: Brass. 12 3. Seat: SBR. 13 14 C. Design Requirements: 15 1. Inlet and outlet sizes shall be equal. 16 2. Voits should be rated for 150 psi working pressure. 17 3. Designed to withstand discharge velocities of up to 15 fps. 18 19 D. Manufacturer: 20 1. Kupferle Foundry, Model TF550. 21 2. Or equal. 22 23 2.04 AUTOMATIC CONTROL VALVES 24 25 A. Pressure reducing valves/stations: 26 1. Watts ACV 115. 27 2. Cla -Val Model 90-01 28 B. General: 29 1. Valve shall be designed to reduce pressure across the valve by opening 30 (allowing fluid out of the main chamber) when downstream (outlet) pressure 31 is below a setpoint; and closing (allowing fluid to fill the main chamber) 32 when downstream pressure is above a setpoint. A decrease in downstream 33 pressure shall cause the valve to modulate towards an open position, raising 34 downstream pressure. An increase in downstream pressure shall cause valve 35 to modulate towards a closed position, lowering downstream pressure. 36 2. Pre- assembled station shall consist of two valves, conforming to the 37 specifications, assembled in a parallel configuration. Means for attaching 38 lateral restraints shall be integral. 3 /" FNPT taps shall be provided for 39 inlet/outlet pressure gauge connections on either side of each valve. 40 3. Pre- assembled stations shall be completely assembled and hydrostatically 41 tested as a single unit by the original equipment manufacturer with certified 42 test results provided to Engineer. Mainline isolation valves shall be NRS 43 resilient seated gate valve conforming to Section 15101. 44 45 B. Materials/Construction: 46 1. All valves shall be cast iron. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2. Pre - assembled piping system shall be ductile -iron or SST per AWWA 2 requirements. 3 3. All valves shall be lined with NSF61 approved fusion bonded epoxy coating 4 system. Exterior valving and piping shall be coated per Section 09905. 5 6 2.05 ACCESSORIES 7 8 A. Furnish any accessories required to provide a completely operable valve. 9 10 2.06 FABRICATION 11 12 A. Completely shop assemble unit including any interconnecting piping, speed 13 control valves, control isolation valves and electrical components. 14 15 16 B. Provide coatings suitable for potable water for all iron body valves in 17 accordance with AWWA C550 and NSF 61. 18 19 2.07 MAINTENANCE MATERIALS 20 21 A. Provide one set of any special tools or wrenches required for operation or 22 maintenance for each type valve. 23 24 25 PART 3 - EXECUTION 26 27 3.01 INSTALLATION 28 29 A. General: 30 1. See Sections 11005 and 15100. 31 32 B. Air Release, Vacuum Relief, and Pressure Relief Valves: 33 1. Pipe exhaust to a suitable disposal point. 34 2. Where exhausted to a trapped floor drain, terminate exhaust line 6 IN 35 minimum above floor. 36 37 3.02 HELD QUALITY CONTROL 38 39 A. Clean, inspect, and operate valve to ensure all parts are operable and valve seats 40 properly. 41 42 B. Check and adjust valves and accessories in accordance with manufacturer's 43 instructions and place into operation. 44 45 END OF SECTION 07225.040.036 15114 -5 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15510 -1 1 SECTION 15510 2 FIRE HYDRANT 3 4 5 PART 1 - GENERAL 6 7 1.01 SUMMARY 8 9 A. Section Includes: 10 1. Dry- barrel fire hydrant. 11 12 B. Related Sections include but are not necessarily limited to: 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 09905 - Painting and Protective Coatings. 17 4. Section 15060 - Pipe and Pipe Fittings: Basic Requirements. 18 19 1.02 QUALITY ASSURANCE 20 21 A. Referenced Standards: 22 1. American Waterworks Association (AWWA): 23 a. C502, Dry- Barrel Fire Hydrant. 24 b. M17, Installation, Operation and Maintenance of Fire Hydrants. 25 26 1.03 SUBMITTALS 27 28 A. Shop Drawings: 29 1. See Section 01340. 30 2. Product technical data: 31 a. Acknowledgement that products submitted meet the requirements of the 32 standards referenced. 33 b. Manufacturer's installation instructions. 34 c. Acknowledge and verify dimensions and provide list of integral parts 35 and materials. 36 3. Prior to submission of shop drawings, submit one copy of complete 37 submittal information direct to City of Round Rock Fire Department or the 38 applicable fire response agency, Attn: Fire Chief, and request and secure 39 written approval of hydrant selection. Incorporate copies of written approval 40 letter with submittals. 41 42 B. Operation and Maintenance Manuals: 43 1. See Section 01340. 44 45 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 15510 -2 1 PART 2- PRODIJCTS 2 3 2.01 ACCEPTABLE MANUFACTURERS 4 5 A. Subject to compliance with the Contract - Documents, the following 6 manufacturers are acceptable: 7 1. Mueller. 8 2. American Flow Control. 9 3. Clow. 10 11 B. Submit request for substitutions in accordance with Specification Section 01640. 12 13 2.02 FIRE HYDRANT 14 15 A. Design and Fabrication: 16 1. Conform to AWWA C502. 17 2. Provide with either compression or gate design. 18 3. Provide with a 5 IN valve opening, nozzle section consisting of two 2 -1/2 IN 19 hose nozzles and one 4 -1/ 2 IN steamer. 20 4. Provide with water passages to permit full flow of water to minimize friction 21 loss. 22 5. Furnish with multiple weep holes for positive draining to allow water to 23 escape readily from standpipe when hydrant valve is closed. 24 6. Designed to throttle flow when partially opened. 25 7. Designed to allow removal of valve and valve stem without digging up 26 hydrant. 27 8. Suitable for 5 FT of bury. 28 9. Furnish with mechanical (gland type) joint inlet connections. 29 10. Design to break off at ground line when struck by a vehicle. 30 11. Furnish with 0-ring packing only. 31 12. Furnish hose and steamer nozzles with threads conforming to standard 32 threads used by local Fire Department. 33 13. Furnish with direction of opening as required by local Fire Department with 34 direction of opening cast on dome. 35 36 37 PART 3 - EXECUTION 38 39 3.01 INSTALLATION 40 41 A. Install hydrants at locations indicated in accordance with AWWA M17 and the 42 following: 43 1. Remove foreign material from barrel of hydrant before placement. 44 2. Install plumb and at same elevation as connecting pipe and main 45 3. Place each hydrant on a slab of concrete as indicated on Drawings. 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15510 -3 1 4. Block backside of hydrant, opposite pipe connection, with concrete firmly 2 wedged between hydrant and vertical face of undisturbed trench. 3 5. Place granular bedding material around base of hydrant to the dimensions 4 shown in the Drawings. 5 6. Firmly tamp carefully compacted backfill around hydrant to surface of 6 ground and to a distance of 5 FT in front of hydrant. 7 8 3.02 COATINGS AND FINISHES 9 10 A. Provide hydrant with below grade and above grade coatings as per Section 11 09905. 12 1. Paint above grade with color conforming to the requirements of the local i3 Fire Department. 14 15 END OF SECTION 16 07225.040.036 City of Round Rock November 1999 West Transmission Potable Water Pipeline