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R-07-05-24-11D6 - 5/24/2007 RESOLUTION NO. R-07-05-24-11D6 WHEREAS, the City has previously entered into a Consent Agreement with Blake Magee Investments, L.P. , (" Original Developer") regarding the creation of Paloma Lake Municipal Utility District No. 1 and Paloma Lake Municipal Utility District No. 2, and WHEREAS, the Original Developer assigned its rights and obligations under the Consent Agreement to Paloma Lake Development, Inc. ("Developer") , and WHEREAS, the City now desires to enter into Amendment No. 1 to the Consent Agreement with the Developer, 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 Amendment No. 1 to Consent Agreement with Paloma Lake Development, Inc. , a copy of same being attached hereto as Exhibit "A" 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. RESOLVED this 24th day of May, 20 '/ng/ LL, Mayo Ci y of Round Rock, Texas CHRISTINE R. MARTINEZ, City Se etary 0:\wdox\RESOLUTI\R70524D6.WPD/rmc/0140-4616 (FINAL)AMENDMENT NO. 1 TO CONSENT AGREEMENT THE STATE OF TEXAS § COUNTY OF WILLIAMSON § The City of Round Rock, Texas, a home rule city located in Williamson County, Texas (the "CW% and Blake Magee Investments, L.P., a Texas limited partnership (the "Original Developer"), previously entered into a Consent Agreement dated effective September 22,2005 (the"Original Consent Agreement'), under which the City and the Original Developer agreed on certain terms and conditions relating to the creation of Paloma Lake Municipal Utility District No. 1 and Paloma Lake Municipal Utility District No. 2 (individually, a "District" and collectively, the "Districts'). The Original Developer subsequently assigned its rights and obligations under the Consent Agreement to Paloma Lake Development,Inc.,a Texas corporation(the"Developer''),with the consent of the City,as set forth in the Assignment of Consent Agreement for Paloma Lake Municipal Utility District No. 1 and Paloma Lake Municipal Utility District No. 2 and Consent to Assignment dated effective as of September 22, 2005. The Original Consent Agreement, as assigned, is referred to in this Amendment No. 1 to Consent Agreement(this"Amendment") as the"Consent Agreement. The Sections and/or Exhibits of the Consent Agreement referenced in the caption to each numbered paragraph of this Amendment are amended by the provisions of that paragraph. The Developer and the City now wish to amend the Consent Agreement as provided in this Amendment. Therefore, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,the City and the Developer agree as follows: 1. SECTION 2.04: LINE C. SEGMENT 8 AND CR 122 IMPROVEMENTS. Line C-8 of the McNutt Interceptor will be located within County Road 122. The City and the Developer have agreed that it is more efficient and cost-effective for the Developer to design and bid Line C-8 with the design and construction of certain improvements to County Road 122(the"CR 122 Improvements"). The Developer has advertised the CR 122 Improvements, including Line C-8, in accordance with all applicable legal requirements. A copy of the bid tabulation for the CR 122 Improvements, which separately itemizes the cost of Line C-8, is attached as Exhibit R and a copy of change order number 1, reducing the size of Line C-8 to a 12-inch line as provided in Paragraph 2, below, and adjusting the cost of Line C-8, is attached as Exhibit S. The City approves the cost of the Line C-8 as set forth on Exhibit S. The Developer agrees that each pay estimate for the CR 122 Improvements will itemize the costs for Line C-8 as a separate line item, so that such costs will be segregated from the other construction costs for the CR 122 Improvements. 2. SECTION 2.03 AND SECTION 2.04: REVISIONS TO LINE SIZING. The City and the Developer agree that, based on the actual development plan for the Districts, the sizes of certain segments of Line B and Line C required to serve the Districts only and the oversizing required by the City should be revised as shown in Exhibit C(Revised)and as follows: Line Segment lent Sized for District Only City oversizing a. Line B-2: 12-inch 24-inch b. Line C-5,Phase 1: 8-inch 18-inch c. Line C-8,Phase 1 8-inch 12-inch EXHIBIT 260356-13 05/16/2007 1 "An The Parties acknowledge that the line sizings specified in the Original Consent Agreement were based on engineering estimates and that reductions in the estimated line sizes may be appropriate based on actual development requirements and more detailed and accurate engineering data. Accordingly, the Parties agree that the sizes of other lines specified in the Original Consent Agreement may be adjusted by mutual agreement of the Developer and the City Manager and evidenced by a written memorandum signed by the City Manager and the Developer. No further, formal amendment to the Consent Agreement will be required to document any such approved adjustments. 3. EXHIBIT O: TEMPORARY WASTEWATER SERVICE. The provision of permanent wastewater service to the Developer's initial subdivision sections within the Land is contingent upon the City's timely completion of Line A of the McNutt Interceptor. The Developer has advised the City that it anticipates that its initial subdivision sections will be completed in June 2007 and that homes will be completed by December 2007. The City currently anticipates that Line A will also be completed by December 2007. If, however, Line A is not completed by the time homes are completed within the Developer's initial subdivision sections, then the City agrees that the Developer may utilize a temporary lift station and wastewater line pumping to the City's Settlers Crossing lift station to provide temporary wastewater service to the Land. The temporary lift station and line will be constructed to the standards specified on the attached Exhibit T, which will supplement and amend Exhibit O to the Consent Agreement. If there is any conflict between Exhibit T and Exhibit O to the Consent Agreement, Exhibit T will control. The City agrees to accept Sections 1A, 2, 17A and 18, which are currently under construction,with wastewater service being initially provided through this temporary lift station and line, provided that no more than 220 connections are made within these subdivision sections prior to completion of Line A. The Developer agrees not to make more than 220 connections within these subdivision sections prior to the completion of Line A. 4. SECTIONS 2.03.2.04 AND 2.05: CREDITS AND REEWBURSEMENTS. a. Line C-1 and Line C-5, as described in Section 2.04 of the Consent Agreement, have been bid by the Developer with Lines B-1 and B-2, as described in Section 2.03 of the Consent Agreement. The City's cost share for Line C-1 and Line C-5 will be determined based on the incremental costs determined under Section 2.04(c) of the Consent Agreement and will be paid by the City through progress payments to the Developer as described in Section 2.03(h) of the Consent Agreement in lieu of reimbursements out of the City's oversize account, oversize account credits or impact fee credits as originally contemplated by Section 2.04(f) of the Consent Agreement. If, however, the City does not have sufficient funds available to make progress payments on Line C-1 and C-5, then reimbursements will be made as provided in Section 2.04(f)of the Consent Agreement. b. The Developer is entitled to a credit in the amount of$90 per LUE, or a total amount of $165,690, based on costs relating to the McNutt Interceptor which are currently included in the City's current wastewater impact fee. This credit will be applied to reduce the amount to be paid by the Developer for cost participation for Line B and will increase the City's cost share accordingly. This credit will be provided in lieu of the impact fee credit originally contemplated by Section 2.05 of the Consent Agreement. If, in the future, the City's wastewater impact fee is revised to include additional costs of the McNutt Interceptor, the Developer will receive a credit against the City's wastewater impact fees for any additional costs of Line B and Line C that are included in the impact fee at the time of payment. The reference to Section 8.503(i) of the Round Rock City Code contained in Subsection 2.03(h)of the Consent Agreement is revised to reference Section 8.503(4)of the Round Rock City Code. 5. EXHIBIT H AND SECTIONS 3.01 AND 3.08: 16-INCH WATER LINE SEGMENT. Exhibit H to the Consent Agreement is deleted and replaced with Exhibit H (Revised) to this Amendment,and Section 3.01 to the Consent Agreement is deleted and replaced with the following: 260356-13 05/16/2007 Section 3.01 Off-Site Water Facilities; 16-Inch Water Line a. Off-Site Water Facilities to Be Constructed by the City. The City agrees to construct an off-site water transmission main consisting of a 36-inch line segment from the City's existing 36-inch line in FM 1460 along the south side of County Road 112 to the intersection of County Road 112 and County Road 117 and a 30-inch line segment from the intersection of County Road 112 and County Road 117 along County Road 117 to Kiphen Road, as depicted on Exhibit H(Revised) (the"36 and 30-Inch Off- Site Line"). The City will proceed with the design of, easement acquisition for and construction of the 36 and 30-Inch Off-Site Line in accordance with Exhibit I. The City will also construct a 24-inch water line from the termination of the 36 and 30-Inch Off-Site Line at the intersection of County Road 112 and County Road 117 along County Road 112 to the intersection of County Road 112 and Paloma Lake Boulevard. (the "24-Inch Water Line Segment'), and will cause the 24-Inch Water Line Segment to be completed and accepted by the City for operation and maintenance on or before December 31, 2010. If an easement is required for the construction of the 24-inch Water Line Segment, the Developer will provide the City a 20-foot permanent water line easement and a 30-foot temporary construction easement within the District boundary along County Road 112. The City further agrees to construct an extension of the 24-inch Water Line Segment from the intersection of County Road 112 and Paloma Lake Boulevard along County Road 112 to the intersection of County Road 112 and County Road 110 when development within the City's extraterritorial jurisdiction or the Districts dictate its construction or as otherwise mutually agreed by the City and the Developer. This extension, which will also be a 24-inch line, is the same 24-inch line described on Exhibit H(Revised) (the"24-inch Water Line Extension"). The Water Capacity Payment relating to the 24-inch Water Line Extension, which has been calculated as described on Exhibit K' will be paid when the 24" Water Line Extension is constructed. The Developer will fund the unpaid portion of the Water Capacity Payment in progress payments according to the schedule contained in Section 3.08. If an easement is required for the construction of the 24-inch Water Line Extension,the Developer will provide the City a 20-foot permanent water line easement and a 30-foot temporary construction easement within the District boundary along County Road 112. b. Water Facilities to be Constructed by the Developer. (1) The portion of the off-site 16-inch Water Line depicted on the attached Exhibit U (the "16-inch Og`=Site Water Line Segment") is required in order to provide a second water feed to serve the Land and will be designed and constructed by the Developer as provided in this Paragraph. The 16-inch Off-Site Water Line Segment has been designed by Randall Jones Engineering and the plans for the 16- inch Water Line Segment have been reviewed and approved by the City. The 16-inch Off-Site Water Line Segment has been advertised for bid by the Developer in accordance with all applicable legal requirements, and the contract for its construction has been awarded by the Developer to the low bidder, as set forth on the bid tabulation attached as Exhibit V. In consideration of the Developer's construction of the 16-inch Off-Site Water Line Segment, the Developer will receive a credit against the Water Capacity Payment payable under Section 3.08 of the Consent Agreement equal to the actual cost of construction of the 16-inch Off-Site Water Line Segment, as set forth on the final pay estimate, plus actual engineering fees not to exceed 12.5% of the actual construction costs, and costs of inspection, testing and easement acquisition. This credit will be added to any credit to which the Developer receives under Section 3.10 of the Consent Agreement and will reduce the unpaid portion of the Water Capacity Payment payable by the Developer under Section 3.08. (2) In addition to the 16-Inch Off-Site Water Line Segment, the Developer agrees to construct an internal 16 inch water line(the"Internal Water Main")from the intersection of Redbud Lane and Paloma Lake Boulevard along Red Bud Lane to the point within the Land shown on Exhibit H (Revised). In order to serve the Districts only, the Internal Water Main would be required to be 260356-13 05/16/2007 constructed as a 12-inch line. The City has required that the Internal Water Main be oversized as a 16- inch line in order to provide additional capacity for future development. The City and Developer have agreed that it is more efficient for the Developer to design and bid the Internal Water Main with the design and construction of certain internal subdivision improvements, and the Developer has advertised the Internal Water Main for bid in accordance with all applicable legal requirements and the contract for its construction has been awarded by the Developer to the low bidder, as set forth on the bid tabulation attached as Exhibit W. The City approves the cost of the Internal Water Main as set forth on ExhibitW. The City agrees to reimburse the Developer for the difference between the cost of the Internal Water Main if built as a 12-inch line and the cost of the Internal Water Main constructed as a 16-inch line,based on the low bid amounts as set forth on Exhibit W, plus a prorata share of the engineering fees for the Internal Water Main not to exceed 12.5%of the actual construction cost of the Internal Water Main,and a prorata share of the costs of inspection, testing, permits and environmental studies for the Internal Water Main within 30 days of delivery of the Developer's written request for reimbursement,which request will be accompanied by a copy of the final pay estimate for the Internal Water Line,a copy of the Developer's contract with the engineer for the Internal Water Main, and documentation confirming the Developer's payment for the construction, engineering, inspection, testing, permits and environmental studies for the Internal Water Main. 6. SECTION 6.03: STREET LIGHTS. The City agrees that the Developer may install street lights which are finished with a decorative,black powder coated finish in lieu of the standard finish. Those street lights located within the Districts will be owned and maintained by the Districts. Those street lights located within the right-of-way for County Road 122 will be owned and maintained by the City;however,in the event the City is required to replace or repair any of the street lighting standards,the homeowners association to be created by the Developer under the restrictive covenants applicable to the Land will be obligated to reimburse the City for the difference between the cost of the standard lighting fixture and the decoratively finished lighting fixture. This obligation will be set forth in the restrictive covenants, and will be enforceable by the City. This Paragraph will amend Section 6.03 of the Consent Agreement. 7. NEW SECTION 7.08: INSPECTIONS AND ACCEPTANCE. The City will inspect all water, wastewater and drainage utility facilities within the District and the Developer will pay the City's standard inspection fees for such inspections. Upon the City's final inspection, the City will issue a certificate confirming that the inspections have been completed and that the facilities are approved. Except for Line B and Line C of the McNutt Interceptor, which will be conveyed to and accepted by the City, all water, wastewater and drainage utility facilities will be accepted by the District for ownership, operation and maintenance and, therefore, City acceptance of water, wastewater and drainage facilities other than Line B and Line C will not be required. The City acknowledges that, with the exception of County Road 122, all of the roadways within the District will be County roads. Accordingly, except for County Road 122, which the City will inspect and for which the Developer will pay the City's standard inspection fees, all roadways within the District will be inspected by the County and no City inspections will be required,nor related fees assessed. 8. NEW SECTION 8.03, SIDEWALKS. The following Section 8.03 is added to Article VIII of the Consent Agreement. 8.03 Sidewalks. The Developer agrees to include a provision in the restrictive covenants which are imposed against the Land which requires that any sidewalks within the Land which are not maintained by the County be maintained by the property owners' or homeowners' association created under those restrictive covenants prior to annexation by the City. Upon annexation by the City, the association's responsibility to maintain sidewalks within the annexed area will cease,and the sidewalks will be maintained by the City. 260356-13 05/16/2007 9. SECTION 9.01: AUTHORITY. Section 9.01 of the Consent Agreement is amended to read as follows: 9.01 Authoritv. This Agreement is entered into, in part, under the statutory authority of Section 402.014, Texas Local Government Code. The parties intend that this Agreement guarantee the continuation of the extraterritorial status of portions of the Land as provided in this Agreement; authorize certain land uses and development on the Land; provide for the uniform review and approval of plats and development plans for the Land; provide exceptions to certain ordinances; and provide other terms and consideration, including the continuation of land uses and zoning after annexation of the Land. 10. SECTION 9.02: VESTING OF RIGHTS. Section 9.02 of the Consent Agreement is amended to read as follows: 9.02 Vesting of Rights. The application for creation of the Districts submitted by the Developer on December 24, 2004, constituted a plan for the development of the Land and initiated the subdivision and development permit process for the Land. The City acknowledges that the Developer has the vested right to develop the Land in accordance with this Agreement, subject to any limitations contained in Chapter 245, Texas Local Government Code. 11. ANNEXATION OF MADSEN TRACT. The Developer has submitted the petition attached as Exhibit X'requesting the City's consent to the annexation of the 1.339 acre tract described in the Petition into Paloma Lake Municipal Utility District No. 1. In accordance with Section 54.016 of the Texas Water Code, the City has consented to the proposed annexation pursuant to the Resolution of the City Council attached as Exhibit Y. 12. DEFINED TERMS. All terms delineated with initial capital letters in this Amendment that are defined in the Consent Agreement have the same meanings in this Amendment as in the Consent Agreement. Other terms have the meanings commonly ascribed to them. 13. EFFECT OF AMENDMENT. Except as specifically provided in this Amendment, the terms of the Consent Agreement continue to govern the rights and obligations of the parties, and all terms of the Consent Agreement remain in full force and effect. If there is any conflict or inconsistency between this Amendment and the Consent Agreement, this Amendment will control and modify the Consent Agreement. 14. EXECUTION: COUNTERPARTS. To facilitate execution, this Amendment may be executed in any number of counterparts, and it will not be necessary that the signatures of all parties be contained on any one counterpart. Additionally, for purposes of facilitating the execution of this Amendment: (a)the signature pages taken from separate, individually executed counterparts of this Amendment may be combined to form multiple fully executed counterparts; and(b)a facsimile signature will be deemed to be an original signature for all purposes. All executed counterparts of this Amendment will be deemed to be originals,but all such counterparts,when taken together, will constitute one and the same instrument. 15. EXHIBITS. The following exhibits are attached to this Amendment and incorporated herein by reference: Exhibit C(Revised): Revised Exhibit C to Consent Agreement Exhibit H(Revised): Revised Exhibit H to Consent Agreement Exhibit R: Bid Tabulation for CR 122 Improvements Exhibit S: Change Order for Line C-8 260356-13 05/16/2007 Exhibit T: Specifications for Temporary Lift Station and Wastewater Line Exhibit U: Depiction of 16-inch Water Line Segment Exhibit V: Bid Tabulation for 16-inch Water Line Segment Exhibit W: Bid Tabulation for Internal Water Line Exhibit X: Petition for Annexation(Madsen Tract) Exhibit Y: Resolution Consenting to Annexation of Madsen Tract IN WITNESS WHEREOF, the undersigned parties have executed this Amendment on the dates indicated below. CITY OF ROUND ROCK By: Name: Title: Date: STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me this day of , 2006, by , of the City of Round Rock, Texas, a Texas home- rule municipality,on behalf of the municipality. Notary Public-State of Texas Name: My Commission Expires: 260356-13 05/16/2007 PALOMA LAKE DEVELOPMENT,INC.,a Texas corporation By: Blake J.Magee,President Date: STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me this day of ,2006,by Blake J.Magee,President of Paloma Lake Development,Inc.,a Texas corporation,behalf of the corporation. Notary Public- State of Texas Name: My Commission Expires: 260356-13 05/16/2007 DATE: May 17, 2007 SUBJECT: City Council Meeting - May 24, 2007 ITEM: 11D6. Consider a resolution authorizing the Mayor to execute a Revised Consent Agreement with Blake Magee Investments, L.P., for the creation of Paloma Lake Municipal Utility Districts Nos. 1 and 2. Department: Water and Wastewater Utilities Staff Person: Michael D. Thane, Utility Director Justification: The Developer and the City wish to amend the Consent Agreement as provided in this Amendment. A summary of these revisions are listed below. 1. Line C-8 of the McNutt Creek Wastewater Interceptor to be located within County Road 122. 2. Revise ultimate wastewater line sizes versus the size to serve the Districts only. 3. Temporary wastewater service for the first houses in the MUDs will be allowed to pump wastewater to the Settlers Crossing Lift Station. 4. The City will reimburse the developer for the City's portion of the wastewater line segments based on progress payments instead of standard reimbursement out of the City's oversize account. 5. Changes in the off-site water line segments to be built by the City versus being built by the Developer. The City will reimburse the Developer accordingly for these costs. 6. Street lights located within the Districts will be owned and operated by the Districts. Street lights located within the right-of-way of County Road 122 will be owned and maintained by the City. 7. Sidewalks within the Districts which are not maintained by the County shall be maintained by the Homeowners Association. Funding: Cost: N/A Source of funds: N/A Outside Resources: Blake Magee Investments, L.P. Background Information: In September 2005, Blake Magee Investments, L.P. requested city consent to create two Municipal Utility Districts, Paloma Lake Nos. 1 and 2 for approximately 732 acres. The land will be served with water and wastewater by the City of Round Rock. A portion of the tract is within the Jonah Water Supply District Service; however, the Jonah Board released the tract from their area so it can be served by the City. Public Comment: N/A AMENDMENT NO. 1 TO CONSENT AGREEMENT THE STATE OF TEXAS § COUNTY OF WILLIAMSON § The City of Round Rock, Texas, a home rule city located in Williamson County, Texas (the " 0f'), and Blake Magee Investments, L.P., a Texas limited partnership (the "Original Developer,% previously entered into a Consent Agreement dated effective September 22, 2005 (the "Original Consent Agreement'), under which the City and the Original Developer agreed on certain terms and conditions relating to the creation of Paloma Lake Municipal Utility District No. 1 and Paloma Lake Municipal Utility District No. 2 (individually, a "District' and collectively, the "Districts'). The Original Developer subsequently assigned its rights and obligations under the Consent Agreement to Paloma Lake Development,Inc.,a Texas corporation(the"Developer''),with the consent of the City,as set forth in the Assignment of Consent Agreement for Paloma Lake Municipal Utility District No. 1 and Paloma Lake Municipal Utility District No. 2 and Consent to Assignment dated effective as of September 22, 2005. The Original Consent Agreement, as assigned, is referred to in this Amendment No. 1 to Consent Agreement(this"Amendment')as the"Consent Agreement. The Sections and/or Exhibits of the Consent Agreement referenced in the caption to each numbered paragraph of this Amendment are amended by the provisions of that paragraph. The Developer and the City now wish to amend the Consent Agreement as provided in this Amendment. Therefore, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,the City and the Developer agree as follows: 1. SECTION 2.04: LINE C.SEGMENT 8 AND CR 122 IMPROVEMENTS. Line C-8 of the McNutt Interceptor will be located within County Road 122. The City and the Developer have agreed that it is more efficient and cost-effective for the Developer to design and bid Line C-8 with the design and construction of certain improvements to County Road 122(the"CR 122 Improvements"). The Developer has advertised the CR 122 Improvements, including Line C-8, in accordance with all applicable legal requirements. A copy of the bid tabulation for the CR 122 Improvements, which separately itemizes the cost of Line C-8, is attached as Exhibit R and a copy of change order number 1, reducing the size of Line C-8 to a 12-inch line as provided in Paragraph 2, below, and adjusting the cost of Line C-8, is attached as Exhibit S. The City approves the cost of the Line C-8 as set forth on Exhibit S. The Developer agrees that each pay estimate for the CR 122 Improvements will itemize the costs for Line C-8 as a separate line item, so that such costs will be segregated from the other construction costs for the CR 122 Improvements. 2. SECTION 2.03 AND SECTION 2.04• REVISIONS TO LINE SIZING. The City and the Developer agree that, based on the actual development plan for the Districts, the sizes of certain segments of Line B and Line C required to serve the Districts only and the oversizing required by the City should be revised as shown in Exhibit C(Revised)and as follows: Line Seament Sized for District Only City oversizing a. Line B-2: 12-inch 24-inch b. Line C-5,Phase 1: 8-inch 18-inch C. Line C- 8,Phase 1 8-inch 12-inch 1 260356-13 05/18/2007 ..e The Parties acknowledge that the line sizings specified in the Original Consent Agreement were based on engineering estimates and that reductions in the estimated line sizes may be appropriate based on actual development requirements and more detailed and accurate engineering data. Accordingly, the Parties agree that the sizes of other lines specified in the Original Consent Agreement may be adjusted by mutual agreement of the Developer and the City Manager and evidenced by a written memorandum signed by the City Manager and the Developer. No further, formal amendment to the Consent Agreement will be required to document any such approved adjustments. 3. EXHIBIT O: TEMPORARY WASTEWATER SERVICE. The provision of permanent wastewater service to the Developer's initial subdivision sections within the Land is contingent upon the City's timely completion of Line A of the McNutt Interceptor. The Developer has advised the City that it anticipates that its initial subdivision sections will be completed in June 2007 and that homes will be completed by December 2007. The City currently anticipates that Line A will also be completed by December 2007. If, however, Line A is not completed by the time homes are completed within the Developer's initial subdivision sections, then the City agrees that the Developer may utilize a temporary lift station and wastewater line pumping to the City's Settlers Crossing lift station to provide temporary wastewater service to the Land. The temporary lift station and line will be constructed to the standards specified on the attached Exhibit T, which will supplement and amend Exhibit O to the Consent Agreement. If there is any conflict between Exhibit T and Exhibit O to the Consent Agreement, Exhibit T will control. The City agrees to accept Sections lA, 2, 17A and 18, which are currently under construction,with wastewater service being initially provided through this temporary lift station and line, provided that no more than 220 connections are made within these subdivision sections prior to completion of Line A. The Developer agrees not to make more than 220 connections within these subdivision sections prior to the completion of Line A. 4. SECTIONS 2.03.2.04 AND 2.05• CREDITS AND REIMBURSEMENTS. a. Line C-1 and Line C-5, as described in Section 2.04 of the Consent Agreement, have been bid by the Developer with Lines B-1 and B-2, as described in Section 2.03 of the Consent Agreement. The City's cost share for Line C-1 and Line C-5 will be determined based on the incremental costs determined under Section 2.04(c) of the Consent Agreement and will be paid by the City through progress payments to the Developer as described in Section 2.03(h) of the Consent Agreement in lieu of reimbursements out of the City's oversize account, oversize account credits or impact fee credits as originally contemplated by Section 2.04(f) of the Consent Agreement. If, however, the City does not have sufficient funds available to make progress payments on Line C-1 and C-5, then reimbursements will be made as provided in Section 2.04(f)of the Consent Agreement. b. The Developer is entitled to a credit in the amount of$90 per LUE, or a total amount of $165,690, based on costs relating to the McNutt Interceptor which are currently included in the City's current wastewater impact fee. This credit will be applied to reduce the amount to be paid by the Developer for cost participation for Line B and will increase the City's cost share accordingly. This credit will be provided in lieu of the impact fee credit originally contemplated by Section 2.05 of the Consent Agreement. If, in the future, the City's wastewater impact fee is revised to include additional costs of the McNutt Interceptor, the Developer will receive a credit against the City's wastewater impact fees for any additional costs of Line B and Line C that are included in the impact fee at the time of payment. The reference to Section 8.503(i) of the Round Rock City Code contained in Subsection 2.03(h)of the Consent Agreement is revised to reference Section 8.503(4)of the Round Rock City Code. 5. EXHIBIT H AND SECTIONS 3.01 AND 3.08• 16-INCH WATER LINE SEGMENT. Exhibit H to the Consent Agreement is deleted and replaced with Exhibit H (Revised) to this Amendment,and Section 3.01 to the Consent Agreement is deleted and replaced with the following: 260356-13 05/18/2007 Section 3.01 Off-Site Water Facilities: 16-Inch Water Line a. Off-Site Water Facilities to Be Constructed by the City. The City agrees to construct an off-site water transmission main consisting of a 36-inch line segment from the City's existing 36-inch line in FM 1460 along the south side of County Road 112 to the intersection of County Road 112 and County Road 117 and a 30-inch line segment from the intersection of County Road 112 and County Road 117 along County Road 117 to Kiphen Road, as depicted on Exhibit H (Revised) (the "36 and 30-Inch Off- Site Line"). The City will proceed with the design of, easement acquisition for and construction of the 36 and 30-Inch Off-Site Line in accordance with Exhibit I. The City will also construct a 24-inch water line from the termination of the 36 and 30-Inch Off-Site Line at the intersection of County Road 112 and County Road 117 along County Road 112 to the intersection of County Road 112 and Paloma Lake Boulevard. (the "24-Inch Water Line Segment), and will cause the 24-Inch Water Line Segment to be completed and accepted by the City for operation and maintenance on or before December 31, 2010. If an easement is required for the construction of the 24-inch Water Line Segment, the Developer will provide the City a 20-foot permanent water line easement and a 30-foot temporary construction easement within the District boundary along County Road 112. The City further agrees to construct an extension of the 24-inch Water Line Segment from the intersection of County Road 112 and Paloma Lake Boulevard along County Road 112 to the intersection of County Road 112 and County Road 110 when development within the City's extraterritorial jurisdiction or the Districts dictate its construction or as otherwise mutually agreed by the City and the Developer. This extension, which will also be a 24-inch line, is the same 24-inch line described on Exhibit H(Revised)(the"24-inch Water Line Extension"). The Water Capacity Payment relating to the 24-inch Water Line Extension, which has been calculated as described on Exhibit K will be paid when the 24" Water Line Extension is constructed. The Developer will fund the unpaid portion of the Water Capacity Payment in progress payments according to the schedule contained in Section 3.08. If an easement is required for the construction of the 24-inch Water Line Extension,the Developer will provide the City a 20-foot permanent water line easement and a 30-foot temporary construction easement within the District boundary along County Road 112. b. Water Facilities to be Constructed by the Developer. (1) The portion of the off-site 16-inch Water Line depicted on the attached Exhibit U (the "16-inch Off-Site Water Line Segment") is required in order to provide a second water feed to serve the Land and will be designed and constructed by the Developer as provided in this Paragraph. The 16-inch Off-Site Water Line Segment has been designed by Randall Jones Engineering and the plans for the 16- inch Water Line Segment have been reviewed and approved by the City. The 16-inch Off-Site Water Line Segment has been advertised for bid by the Developer in accordance with all applicable legal requirements, and the contract for its construction has been awarded by the Developer to the low bidder, as set forth on the bid tabulation attached as Exhibit V. In consideration of the Developer's construction of the 16-inch Off-Site Water Line Segment, the Developer will receive a credit against the Water Capacity Payment payable under Section 3.08 of the Consent Agreement equal to the actual cost of construction of the 16-inch Off-Site Water Line Segment, as set forth on the final pay estimate, plus actual engineering fees not to exceed 12.5% of the actual construction costs, and costs of inspection, testing and easement acquisition. This credit will be added to any credit to which the Developer receives under Section 3.10 of the Consent Agreement and will reduce the unpaid portion of the Water Capacity Payment payable by the Developer under Section 3.08. (2) In addition to the 16-Inch Off-Site Water Line Segment, the Developer agrees to construct an internal 16 inch water line(the"Internal Water Main")from the intersection of Redbud Lane and Paloma Lake Boulevard along Red Bud Lane to the point within the Land shown on Exhibit H (Revised). In order to serve the Districts only, the Internal Water Main would be required to be 260356-13 05/18/2007 constructed as a 12-inch line. The City has required that the Internal Water Main be oversized as a 16- inch line in order to provide additional capacity for future development. The City and Developer have agreed that it is more efficient for the Developer to design and bid the Internal Water Main with the design and construction of certain internal subdivision improvements, and the Developer has advertised the Internal Water Main for bid in accordance with all applicable legal requirements and the contract for its construction has been awarded by the Developer to the low bidder, as set forth on the bid tabulation attached as Exhibit W. The City approves the cost of the Internal Water Main as set forth on ExhibitW. The City agrees to reimburse the Developer for the difference between the cost of the Internal Water Main if built as a 12-inch line and the cost of the Internal Water Main constructed as a 16-inch line,based on the low bid amounts as set forth on Exhibit W, plus a prorata share of the engineering fees for the Internal Water Main not to exceed 12.5%of the actual construction cost of the Internal Water Main,and a prorata share of the costs of inspection,testing, permits and environmental studies for the Internal Water Main within 30 days of delivery of the Developer's written request for reimbursement,which request will be accompanied by a copy of the final pay estimate for the Internal Water Line,a copy of the Developer's contract with the engineer for the Internal Water Main, and documentation confirming the Developer's payment for the construction, engineering, inspection, testing, permits and environmental studies for the Internal Water Main. 6. SECTION 6.03: STREET LIGHTS. The City agrees that the Developer may install street lights which are finished with a decorative,black powder coated finish in lieu of the standard finish. Those street lights located within the Districts will be owned and maintained by the Districts. Those street lights located within the right-of-way for County Road 122 will be owned and maintained by the City;however, in the event the City is required to replace or repair any of the street lighting standards,the homeowners association to be created by the Developer under the restrictive covenants applicable to the Land will be obligated to reimburse the City for the difference between the cost of the standard lighting fixture and the decoratively finished lighting fixture. This obligation will be set forth in the restrictive covenants, and will be enforceable by the City. This Paragraph will amend Section 6.03 of the Consent Agreement. 7. NEW SECTION 7.08; INSPECTIONS AND ACCEPTANCE. The City will inspect all water, wastewater and drainage utility facilities within the District and the Developer will pay the City's standard inspection fees for such inspections. Upon the City's final inspection, the City will issue a certificate confirming that the inspections have been completed and that the facilities are approved. Except for Line B and Line C of the McNutt Interceptor, which will be conveyed to and accepted by the City, all water, wastewater and drainage utility facilities will be accepted by the District for ownership, operation and maintenance and, therefore, City acceptance of water, wastewater and drainage facilities other than Line B and Line C will not be required. The City acknowledges that, with the exception of County Road 122, all of the roadways within the District will be County roads. Accordingly, except for County Road 122, which the City will inspect and for which the Developer will pay the City's standard inspection fees, all roadways within the District will be inspected by the County and no City inspections will be required,nor related fees assessed. 8. NEW SECTION 8.03; SIDEWALKS. The following Section 8.03 is added to Article VIII of the Consent Agreement. 8.03 Sidewalks. The Developer agrees to include a provision in the restrictive covenants which are imposed against the Land which requires that any sidewalks within the Land which are not maintained by the County be maintained by the property owners' or homeowners' association created under those restrictive covenants prior to annexation by the City. Upon annexation by the City, the association's responsibility to maintain sidewalks within the annexed area will cease,and the sidewalks will be maintained by the City. 260356-13 05/18/2007 9. SECTION 9.01; AUTHORITY. Section 9.01 of the Consent Agreement is amended to read as follows: 9.01 Authority. This Agreement is entered into, in part, under the statutory authority of Section 402.014, Texas Local Government Code. The parties intend that this Agreement guarantee the continuation of the extraterritorial status of portions of the Land as provided in this Agreement; authorize certain land uses and development on the Land; provide for the uniform review and approval of plats and development plans for the Land; provide exceptions to certain ordinances; and provide other terms and consideration, including the continuation of land uses and zoning after annexation of the Land. 10. SECTION 9.02; VESTING OF RIGHTS. Section 9.02 of the Consent Agreement is amended to read as follows: 9.02 Vesting of RiLyhts. The application for creation of the Districts submitted by the Developer on December 24, 2004, constituted a plan for the development of the Land and initiated the subdivision and development permit process for the Land. The City acknowledges that the Developer has the vested right to develop the Land in accordance with this Agreement, subject to any limitations contained in Chapter 245, Texas Local Government Code. 11. ANNEXATION OF MADSEN TRACT. The Developer has submitted the petition attached as Exhibit requesting the City's consent to the annexation of the 1.339 acre tract described in the Petition into Paloma Lake Municipal Utility District No. 1. In accordance with Section 54.016 of the Texas Water Code, the City has consented to the proposed annexation pursuant to the Resolution of the City Council attached as Exhibit Y. 12. DEFINED TERMS. All terms delineated with initial capital letters in this Amendment that are defined in the Consent Agreement have the same meanings in this Amendment as in the Consent Agreement. Other terms have the meanings commonly ascribed to them. 13. EFFECT OF AMENDMENT. Except as specifically provided in this Amendment, the terms of the Consent Agreement continue to govern the rights and obligations of the parties,and all terms of the Consent Agreement remain in full force and effect. If there is any conflict or inconsistency between this Amendment and the Consent Agreement, this Amendment will control and modify the Consent Agreement. 14. EXECUTION; COUNTERPARTS. To facilitate execution, this Amendment may be executed in any number of counterparts, and it will not be necessary that the signatures of all parties be contained on any one counterpart. Additionally, for purposes of facilitating the execution of this Amendment: (a)the signature pages taken from separate, individually executed counterparts of this Amendment may be combined to form multiple fully executed counterparts; and(b)a facsimile signature will be deemed to be an original signature for all purposes. All executed counterparts of this Amendment will be deemed to be originals, but all such counterparts,when taken together, will constitute one and the same instrument. 15. EXHIBITS. The following exhibits are attached to this Amendment and incorporated herein by reference: Exhibit C(Revised): Revised Exhibit C to Consent Agreement Exhibit H(Revised): Revised Exhibit H to Consent Agreement Exhibit R: Bid Tabulation for CR 122 Improvements Exhibit S: Change Order for Line C-8 260356-13 05/18/2007 Exhibit T: Specifications for Temporary Lift Station and Wastewater Line Exhibit U: Depiction of 16-inch Water Line Segment Exhibit V: Bid Tabulation for 16-inch Water Line Segment Exhibit W: Bid Tabulation for Internal Water Line Exhibit X: Petition for Annexation(Madsen Tract) Exhibit Y: Resolution Consenting to Annexation of Madsen Tract IN WITNESS WHEREOF, the undersigned parties have executed this Amendment on the dates indicated below. CIT K By: Title: Date: - STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me this 2) day of 2007, by l-e fix Wp U.- , r\o- `l �fi-- of the City of Round Rock, 'texas, a Texas home- rule municipality, on behalf of the municipality. a raj/ 40, r `� * ►ski N Public- State of Texas j{ �w NameMM"J ( A„r A 1rA My Commission Expires:1 3-z0\p Lz 260356-13 05/18/2007 PALOMA LAKE DEVELOPMENT,INC.,a Texas corporation By:_ Blake J.Magee,President Date: /0_7 STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me this j day of ' 20075 by Blake J.Magee,President of Paloma Lake Development,Inc.,a Texas corporation,behalf the corporation. Christy J Trahan Notary Public - Stat o e Notary Public State of Texas Name: My Commission Expires MARCH 11, 2010 My Commission Expires- 260356-13 05/18/2007 t. f n s y : 6 _ 'elRt .. 7 UItMmW Bu l '` �x •, (ETJ i $ 10"Ualmote Buildout �° " ,� 8`Sienna tom.Rpuirement s Y Linc C6 T4-URinaY Buildout 18"Ultinwb BulMlout rEfh 8"Pat.m.Requinmmt r Lum C2 Ft' i 24`Ueinate Buildout ' 8"Paloma Requirement Li-D2 M^u.ewe eeYmn Line C6 12`1RRreea Buildout °`� r Pab.0 RpuMr�rnt 12`uukn we Buildout y. 12-Siwma Heb Requu.nwnt Paloma Requirement Paloma Development La.82 24"uehude WN&IA Lw 12"Palotno Requirematt tr ueue.e BuWoul }.. r Pabna ReW.ement Lbw 04 Line C7 21-Ukanea Buildout 38-Ugnwb Buildout Lin.R7 8"Sienna Ndb Requfnament 12"Pala R.quR.ment 42"U14tWe 8uadout 18"PWmw RequirenrR ' law 01 T/-tfl[Ne.t.Bead..t t 15-Slmw 188e RegWwnwU _ Y tt v ., , z 1 > .Fl—ww �., -s22.u•ll-t� 1� 1nt.rcapor !' F ,� �N �s`mamweWldmt . _ a tda�1,asp 2oao aw4 � 4A90 2t"Paloma Wg11i1.11M111f w.at'��"'°•.j;• ^' PMS. t Nom:This rnap rellects the original parcel layout. d� Srie.ROUND�-ROCKMANHOLES D.a Diamond stle=ROUNI„_ROCKWASTEWATER LINE=S a ma—lake ROCKPARCELS �' � Prroposed"iNt #s�tater Ines NIcNt11t Greek YYastewater ^ '' Int�rceptcr i}i 9M o Fhw 2 4� Prepu--C 4A'1AWx b 8•C°m°utlW In'IT.FutY(- -W�MIYYr la#Ib- WVNW 6GMR H' Mlor W FYux CAAt0. Wrtl-id PRV NWI Uv-R: E-I.Wg NI-N-Ww aWrm-dc R, h Wn 8Nr �ss'FRva w Byp-+-PRY. PP Taft b FFew aue�w ar mI Ftr..t PHem-fr a Ealletq E•1RtEi dt�t COM tr FnP^.W Pragra.-° rwrt�m� H- tr tr M Palem-4M (8M F.dbll U) tr CA.fU H h IO'1Halr BirdarG PPV VwN r r,,. � w0h W°q 1r PRV a sI-E.a tr aYWuPRV M-4 •` .^..� Ph—a com P.*d trW Ed.d" "on FMPo-a PP teat FWw. PP W A3 i t Ztt"'�,. YYalr°'r anon hrgmhWnLYN CORK PmMIoi i� PP tOit P1w.>P 4f: J A]1 R za..a.m FRV� adamw.n, Rna tr PRlfa r er-Pw FRV Paloma lake M.U.D. Districts 1 S 2 Phase 1(Sections 1-6) -- -- __ Phase 3--(-1--7---2-1)- U_ mMMUMM -Phase 4___(23-27_)_ ate:This map reflects the original parcel layout. N t Mch=690 Feat,i� EXHIBIT R Page 1 of 17 PALOMA LAKE-CR 122 IMPROVEMENTS WASTEWATER LINE C-S Description Quantit.v, U_nzts_ Unit Price Bid Total 8"PVC SDR26 8-10 - - - 156..000 LF 35.00 - 5,460.00 , 8"PVC SDR26 10-12 275:0.00 LF 40.00 11;120.00 8" PVC SDR26 1244 172.000 LF 47.00 8,084.00 18" PVC SDR26 0-8 1,519.000 LF 60.00 91,140.00 18"PVC SDR26 5-10 285.000 LF 64.00 18,240.00 18"PVC SDR26 10-12 36.000 LF 70.00 2,520.00 TRENCH SAFETY 2,633.000 LF 1.00 2,633.00 MANHOLES 9.000 EA 3,800.00 34,200.00 DROP MANHOLES 1.000 EA 4,200.00 4,200.00 EXTRA DEPTH MANHOLES 12.0D0 VF 200.00 2,400.00 ADJUST MANHOLE CASTINGS 10.000 EA 100.00 1,D00.00 CONNECTION TO EXISTING MH 1.000 EA 1,800.00 1,800.0.0 BOLTED MANHOLE COVERS 3.000 EA 350.00 1,050.00. STEEL ENCASEMENT 1.000 EA 3;300.00 3,300.00 STAKING 2,633.000 LF 1.00 2,633.00 SUBTOTAL WASTEWATER CR122 5195,764.00 WASTEWATER ALTERNATE CR122 I'D"PTIC SDR260-8 331.000 LF 25.00 8,275.00 8"PTIC SDR26 0-8 300.000 LF 29.00 8,700.00 8"PTIC SDR26 8-10 404.000 LF 32.00 12,928.00 SUBTOTAL ALTERNATE WASTEWATER. CR122 $29,903.00 i 406.• a;n�.•:. :. .::: . ::: a<h. �nrrian:::::::.: . :::::::::::::. , 3?t. !I . st,lt+ a:::::.:.:::.:...:::. .: :. :::::::::::::::.: ::::. . ::::.:::..: :.. •::. IIl ll�!UXwsm!01+1...U1d ;::.::.::•. a bma: ae:Seaha :...................:....::. .::::::.;:.:;. ..::::.:... 1►t ,...... :g ;.. ...r.::•: T P.::..:E TOTAL PRICE::: •::::AL PRICE••::UNITPRICE••••PRICE•• TOTAL NO. ST EXCAVATION&•DRAINAGE 17A QUANT UNIT UNIT PRICE TOTAL PRICE UNIT CLEARING 16,110 SY $1.20 $19,332.00 $0.75 $12,082.50 $0.55 $8,860.50 EXCAVATION 16,110 SY $2.30 $37,053.00 $1.75 $28,192.50 $2.42 $38,986.20 18~RCP 524 LF $28.00 $14,672.00 $30.00 $15,720.00 $36.61 $19,183.64 24"RCP 1,198 LF $36.00 $43,128.00 $38.00 $45,524.00 $46.07 $55,191.86 3a'RCP 689 LF $47.00 $31,443.00 $50.00 $33,450.00 $58.12 $38,882.28 36"RCP 85 LF $79.00 $6,715.00 $66.00 $5,610.00 $88.45 $7,518.25 4z'RCP 209 LF $80.00 $16,720.00 $90.00 $18,810.00 $111.08 $23,215.72 38"HEADWALL 1 EA $2,800.00 $2,800.00 $2,200.00 $2,200.00 $4,900.00 $4,900.00 42"HEADWALL 1 JEA 1 $4,400.00 $4,400.00 $2,600.00 $2,600.00 $5,700.00 $5,700.00 INLETS 10-FOOT 13 EA 1 $2,700.00 $35,100.00 $2,800.00 $36,400.00 $2,940.00 $38,220.00 i STORM SEWER MANHOLES 6 EA $2,600.00 $15,600.00 $2,800.00 $16,800.00 $4,559.00 $27,354.00 TRENCH SAFETY 2,685 LF $0.50 $1,342.50 $1.00 $2,685.00 $0.50 $1,342.50 -- -,"EAVINU AND cOmPTCTK9TUF-- SPOILS 1 LS $24,000.00 $24,000.00 $30,000.00 $30,000.00 $35,000.00 $35,000.00 STAKING 2,685 LF $1.00 $2,685.00 $1.00 1 $2,685.00 $1.00 $2,685.00 TOTAL $254,990.50 $252,759.00 $307,039.95 ALTERNATE ITEM DISPOSALOF EXCESS SPOILS ND MATERIAL OFFSITE 1 LS 557,000.00 557,000.00 $95,000.00 $95,000.00 5123,000.00 $123,000.00 :: •:::•: • : Ss#rb s frrtn*frusho�a >:::;:..... : . K n. 11E. 1AG 11•a.m.. : f►ngkruc#1on:::::::.::::::::::, .................::..:::::. . . .:: :. ::::::::.:: . :::.: ::. :::. :.:•. :::::::::::.:.:::.:..:...... e S ehb :g: ;L'8ie. NO. WATER 17A QUANT UNIT UNIT PRICE TOTAL PRICE UNTf PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 1 of 19 T:Wfth EXHIBIT R Page 2 of 17 i w PVC-900 1,771 LF $26.00 $46,046.00 $30.00 $53,130.00 $29.95 $53,041.45 12"PVC-900 1,199 LF $43.00 $51,557.00 $48.00 $57,552.00 $53.89 $64,614.11 AIR RELEASE VALVE 1 EA $1,600.00 $1,600.00 $1,800.00 $1,800.00 $2,241.00 $2,241.00 5114"FIRE HYDRANT 7 EA $2,400.00 $16,800.00 $2,800.00 $19,600.00 $3,082.00 $21,574.00 WGATE VALVE 9 EA $900.00 $8,100.00 $900.00 $8,100.00 $876.00 $7,884.00 12"GATEVALVE 4 E $1,500.00 $6,000.00 $1,500.00 $6,000.00 $1,483.00 $5,932.00 DOUBLE SERVICE 30 EA $900.00 $27,000.00 $1,000.00 $30,000.00 $1,085.00 $32,550.00 SINGLE SERVICE 2 E $680.00 $1,360.00 $900.00 $1,800.00 $1,020.00 $2,040.00 IRRIGATION SERVICE 1 EA $1,500.00 $1,500.00 $1,200.00 $1,200.00 $970.00 $970.00 WETCONNECTION 2 EA $1,500.00 $3,000.00 $800.00 $1,600.00 $765.00 $1,530.00 TRENCH SAFETY 2,970 LF $0.50 $1,485.00 $1.00 $2,970.00 $0.50 $1,485.00 ADJUST VALVE CASTINGS 20 EA $100.00 $2,000.00 $350.00 $7,000.00 $225.00 $4,500.00 IRRIGATION SLEEVES 1 EA $1,100.00 $1,100.00 $2,500.00 $2,500.00 $1,100.00 $1,100.00 STAKING 1,199 LF $1.00 $1,199.00 $1.00 $1,199.00 $1.00 $1,199.00 TOTAL $168,747.00 $194,451.00 $200,660.56 NO. WASTEWATER 17A QUANT I UNIT I UNIT PRICE TOTAL PRICE UNff PRICE TOTAL PR14CE UNIT PRICE TOTAL PRICE 8•PVC SDR26 0-8 1,528 LF 1 $32.00 $48,896.00 $30.00 $45,840.00 $27.20 $41,561.60 8"PVC SDR28 8-10 1,172 LF $35.00 $41,020.00 $35.00 $41,020.00 $29.07 $34,070.04 DOUBLE SERVICE 30 EA $850.00 $25,500.00 $1,500.00 $45,000.00 $840.00 $25,200.00 SINGLE SERVICE 3 EA $670.00 $2,010.00 $1,100.00 $3,300.00 $840.00 $2,520.00 TRENCH SAFETY 2,700 LF $1.00 $2,700.00 $1.00 $2,700.00 $1.50 $4,050.00 MANHOLES 13 EA $3,500.00 $45,500.00 $4,200.00 $54,600.00 $4,023.00 $52,299.00 :-o-;:•9.thtn :k�D �1'r < :::�. :.:cul. epld 1F91U6. �1. .Im....... ...........................:,.::::.::.:::.::•:•::::•::•::::::•::::.............:. ::::::::. ::::::::::::.::.;>::;.::•;::•::•::•:::;•:;;;-::•;::<;: .............::::::....:.....:::.:........... ...... . . . .�.. -• : STAKING 2,700 LF $1.00 $2,700.00 $1.00 $2,700.00 $1.00 $2700.00 i 2of19 T:bblbb EXHIBIT R Page 3 of 17 t i TOTAL $168,326.00 $195,160.00 $162,400.64 NO. EROSION 17A QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 5,607 SY $0.50 $2,803.50 $0.60 $3,364.20 $1.25 $7,008.75 SCE 1 EA $2,500.00 $2,500.00 $2,800.00 $2,800.00 $1.00 $1.00 SILT FENCE 2,645 LF $2.00 $5,290.00 $2.00 $5,290.00 $2.25 $5,951.25 ROCK BERM 40 LF $20.00 $800.00 $24.00 $960.00 $20.00 $800.00 INLET PROTECTION 13 EA $80.00 $1,040.00 $74.00 1 $962.00 $100.00 $1,300.00 [TOTAL $12,433.50 $13,376.20 $15,061.00 GRAND TOTAL ALL ITEMS $604,497.00 $655,746.20 $685,162.15 NO. ST EXCAVATION&DRAINAGE 18 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNTO PRICE TOTAL PRICE CLEARING 20,051 SY $1.20 $24,061.20 $0.75 $15,038.25 $0.15 $3,007.65 EXCAVATION 20,051 SY $2.15 $43,109.65 $1.76 $35,289.76 $2.55 $51,130.05 16"RCP 1,140 LF $28.00 $31,920.00 $30.00 $34,200.00 $35.92 $40,948.80 24"RCP I 797 LF $36.00 1 $28,692.00 $38.001 $30,286.00 $47.49 $37,849.53 30'RCP 562 LF $47.00 1 $31,114.00 $50.00 $33,100.00 $60.14 $39,812.68 :..::::......;..,.....;; . . .:.;.... ..:::::..... . ..:.. .......:;:;: ::•;r ::i i •:::.:,. ::. ::•:::::::::::::.�.� .....:::•:.:.:.::::::::::••::•::•. ....;.,::.:::•::::•::::.:•: :�l�i:::::•:::::.::.,; :.:.:. :._.:.:. ............................. ... d •. 6 Q¢. ..�. r._::•:::.: :::.: :. ::. .:;::<::•:r:•: !• 4 ►T I r. rl(144kX!!!S 4Mt.:::::•::::::::::..k ik .:4xx47 E�4!9f1!! :: .:::::. I.? .:: ?.: ?NgM�iO&'q : ... ....................... ...................................... . e`fiefi�ioii9 7dk f.. ::...........:..,...:.....:..:..:.:........,...,:..:.. 30' RCP 36 LF $75.00 $2,700.00 $66.00 $2,376.00 $116.62 $4,198.32 42"RCP 195 LF $82.00 $15,990.00 $90.00 $17,550.00 $105.22 $20,517.90 54"ROP 50 LF $110.00 $6,600.00 $150.00 $9,000.00 $179.62 $10,777.20 00"RCP 247 LF $130.00 $32,110.00 $165.00 $40,755.00 $199.00 $49,153.00 66"RCP 206 LF $150.00 $31,200.00 $185.00 $38,480.00 $201.27 $41,864.16 30"HEADWALL 1 JEA 1 $1,800.00..l $1,800.00 $2,100.00_1 $2,100.00 $4,300.00 $4,300.00 Mbld„ 3 of 19 EXHIBIT R Page 4 of 17 I i I as"HEADWALL 1 EA $5,000.00 $5,000.00 $5,700.00 $5,700.00 $9,200.00 $9,200.00 CULVERT BOXES 5'X 5'(3)WITH HEADWALL 1 LS $70,050.15 $70,050.15 $90,000.00 $90,000.00 $94,000.00 $94,000.00 INLErS10-FOOT 20 EA $2,700.00 $54,000.00 $2,800.00 $56,000.00 $2,940.00 $58,800.00 STORM SEWER MANHOLES 3 EA $2,600.00 $7,800.00 $2,800.00 $8,400.00 $3,970.00 $11,910.00 4'x 4'JUNCTION BOX 1 EA $3,000.00 $3,000.00 $2,600.00 $2,600.00 $5,350.00 $5,350.00 8'x 8'JUNCTION BOX 1 EA $5,000.00 $5,000.00 $6,200.00 $6,200.00 $9,267.00 $9,267.00 TRENCH SAFETY 3,345 LF $0.50 $1,672.50 $1.00 $3,345.00 $0.50 $1,672.50 READING AND COMPACTION OF SPOILS 1 LS $27,000.00 $27,000.00 $35,000.00 $35,000.00 $35,700.00 $35,700.00 STAKING 3,345 LF $1.00 $3,345.00 $1.00 $3,345.00 $1.00 $3,345.00 TOTAL $426,164.50 $468,765.01 $532,803.79 ALTERNATE ITEM DISPOSAL OF EXCESS SPOILS AND PWfffMAr- -.OFFSITE. 1 LS $62,000.00 562,000.00 $95,000.00 $95,000.00 $134,000.00 $134,000.00 NO. WATER 18 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC=900 1,888 LF $25.00 $41,700.00 $30.00 $50,040.00 $29.86 $49,806.48 :. . :::::::::::::c•:;: :. :.. ;.,: :•» >::;:::•:;::•: :.;. ... . dt eller nstrux "ii'r: :i:"s:ir: ::: :::<::: i11�E1. 'Al#YJ A IUI!1.-•13Ld:4: enin :b9 5.05:17 ....:::......C�st� ansteuch itn.:..........:.............Nt...... s:L`b ::::•::•: ... ...... ........ 4..::.::.:........... .... :•: ::a: :•::•: :•::::•::•:::•:: :.8: .1.. ::::•::•:::• .................:•:•:•::. ::::. Pl. x.. ............................ 12"PVC-900 2,025 LF $42.00 $85,050.00 $48.00 $97,200.00 $53.36 $108,054.00 AIR RELEASE VALVE 1 EA $1,600.00 $1,600.00 $1,800.00 $1,800.00 $2,241.00 $2,241.00 5 v4"FIRE HYDRANT 7 EA $2,500.00 $17,500.00 $2,800.00 $19,600.00 $3,082.00 $21,574.00 9"GATE VALVE 10 EA $900.00 $9,000.00 $900.00 $9,000.00 $876.00 $8,760.00 12"GATEVALVE 9E $1,500.00 $13,500.00 $1,500.00 $13,500.00 $1,483.00 $13,347.00 DOUBLE SERVICE 39 EA $900.00 $35,100.00 $1,000.00 $39,000.00 $1,114.00 $43,446.00 sINGLESERVICE 2 EA $680.00 $1,360.00 $900.00 $1,800.00 $895.00 $1,790.00 WET CONNECTION 2 $1,500.00 $3,000.00 $800.00 $1,600.00 $900.00 $1,800.00 TRENCH SAFETY 3,693 LF $0.50 $1,846.50 $1.00 $3,693.00 $0.50 $1,846.50 I T,bkftb 4of19 I EXHIBIT R Page 5 of 17 i ADJUST VALVECASTINGS 2s EA 1 $100.00 $2,600.00 $350.00 $9,100.00 $225.00 $5,850.00 STAKING 2,026 LF $1.00 $2,025.00 $1.00 $2,025.00 $I.00 $2,025.00 TOTAL $214,281.50 $248,358.00 $260,539.98 NO. WASTEWATER 18 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE e"PVC SDR26 0-8 1,523 LF $32.00 $48,736.00 $30.00 $45,690.00 $28.09 $42,781.07 r PVC SDR26 8-10 1,342 LF $35.00 $46,970.00 $35.00 $46,970.00 $29.79 $39,978.18 W'PVC SDR2810-12 285 LF $40.00 $11,400.00 $38.00 $10,830.00 $33.56 $9,564.60 8"PVC SDR26 12-14 82 LF $47.00 $3,854.00 $42.00 $3,444.00 $36.82 $3,019.24 DOUBLE SERVICE 39 EA $850.00 $33,150.00 $1,500.00 $58,500.00 $840.00 $32,760.00 SINGLE SERVICE 8 EA $680.00 $5,440.00 $1,100.00 $8,800.00 $840.00 $6,720.00 TRENCH SAFETY 3,232 LF $1.00 $3,232.00 $1.00 $3,232.00 $1.50 $4,848.00 MANHOLES I 11 EA $3,500.00 $38,500.00 $4,800.00 $52,800.00 $4,093.00 $45,023.00 DROP MANHOLES 1 EA $4,200.00 $4,200.00 $6,500.00 $6,500.00 $5,595.00 $5,595.00 STAKING 3,232 LF $1.00 $3,232.00 $1.00 $3,232.00 $1.00 $3,232.00 ., At :.::::.:..:.::: . .. ::.•:::::::•r.:•:::::::::: . . . 6 ' : : ? :: !'. <t aidil$:tai►8tF11 i4ii:i: :? : :`•: Ui!8i8 �r AfiBf'r.Gebail::i? :::<:; :: i I.fif1+E:�: :l3• enix► A91 4! � a m. ::;:: :: :; :; Ni Oh trMH 6idii:::z: : '•:`: 'i`: <: .1�. :iF; .� d..8...... $:•: dm''Lsle 5io`'liai&'.-&T *.11 1ri� 3.': .... <'' ':':':':'i: ':: ::<<:f :: ': ' :: :: :: :: :%': : 's::: :: : : ::: aT c Xx:}{$i:':::{::C: �: }:i::}r:ti i:4ii:`!yi{}'},{:;;: (:�:$CC;:;i;:;:;:}}::;:ti.?:Oji}:.$'}:{:{?:i { :;{:j:{: i `vi{:}:i;:ti•:y i'':i}i:i+'r:•i{{; ? ' iY:v:?:�•'tiv::i$:C•' i�..... TOTAL $198,714.00r$2,8OO.00 $239,998.00 $193,521.09 NO. EROSION 18 QUANT UNIT UNIT PRICE TOTAL PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEL ROW 5,779 SY $0.50 $3,389.50 $4,067.40 $1.25 $8,473.75 SCE 1 EA $2,500.00 $2,500.00 $2,800.00 $2,500.00 $2,500.00 SILT FENCE 2,000 LF $2.00 $4,000.00 $2.00 $4,000.00 $2.25 $4,500.00 ROCK BERM 2 EA 1 $600.00 $1,200.00 $700.00 $1,400.00 $500.00 $1,000.00 TOTAL $11,089.50 $12,267.40 $16,473.75 T;a,,,b 5 of 19 EXHIBIT R Page 6 of 17 i i GRAND TOTAL ALL ITEMS $850,249.50 $969,388.41 $1,003,338.61 NO. ST EXCAVATION&DRAINAGE CR122 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE CLEARING(ROW) 28,327 SY $1.20 $33,992.40 $0.75 $21,245.25 $0.55 $15,579.85 CLEARING(OTHER) x1,178 SY $1.20 $49,413.60 $0.75 $30,883.50 $0.35 $14,412.30 EXCAVATION(ROW) 28,327 SY $2.50 $70,817.50 $2.25 $63,735.75 $1.59 $45,039.93 18"RCP 818 LF $28.00 $22,904.00 $30.00 $24,540.00 $43.78 $35,812.04 24"RCP 405LF $36.00 $14,580.00 $38.00 $15,390.00 $52.75 $21,363.75 30"RCP 113 LF $47.00 $5,311.00 $50.00 $5,650.00 $74.71 $8,442.23 42"RCP 292 LF $79.00 $23,068.00 $90.00 $26,280.00 $116.75 $34,091.00 CHANNEL 1,087 LF $25.00 $26,675.00 $22.00 $23,474.00 $58.00 $61,886.00 TRENCH SAFETY 1,727 LF $0.50 $863.50 $1.00 $1,727.00 $0.50 $863.50 INLETS 10-FOOT 8 EA $2,700.00 $21,600.00 $2,800.00 $22,400.00 $2,940.00 $23,520.00 ::::. :..........:......,.;........:;:;..;.;..:::::-:. : .:... . :.:...:•:c;•:::•::,;•s::•:;..••:.:::..•:::•.::•::•:::::> ;2`=5: is » »: ::: ":'::::' ::•:::.:•:.::::•:. ::••::::._:::::::: ::.... •: :. :::::. ::::::. - :• c6o' ...... f E3. ].N,lri. . : :..�NaBh. onsfruelun:,:,::.::.::.:.::.::.:;;::<.::::•:k�1 : tu0al;:Gor►Stru....n.::...:............ ..d1.::Q:...:•. :: ::::: ?4 :. ::::::::. ::::. ::: `k$c ...........................:......:.............. . :s:> >> i > > ' .. lx: INLETS 15-FOOT 1 EA $3,200.00 $3,200.00 $3,700.00 $3,700.00 $3,650.00 $3,650.00 ADJUST MANHOLE CASTINGS 1 EA $100.00 $100.00 $350.00 $350.00 $375.00 $375.00 42'COA HEADWALLS 2 EA $4,400.00 $8,800.00 $2,700.00 $5,400.00 $5,500.00 $11,000.00 az'TEMPORARY HEADWALL 1 EA $3,000.00 $3,000.00 $2,700.00 $2,700.00 $2,700.00 $2,700.00 t8"SLOPING HEADWALL 5 EA $1,000.00 $5,000.00 $700.00 $3,500.00 $1,200.00 $6,000.00 30"COA HEADWALLS 1 EA $2,800.00 $2,800.00 $2,100.00 $2,100.00 $4,300.00 $4,300.00 -GRADE TO DRAIN 148 LF $8.00 $1,184.00 $15.00 $2,220.00 $45.00 $6,660.00 DETENTION POND COMPLETE AND IN PLACE 1 LS $140,000.00 $140,000.00 $150,000.00 $150,000.00 $206,000.00 $206,000.00 SPOILS t LS $55,000.00 $55,000.00 $75,000.00 $75,000.00 $25,200.00 $25,200.00 STAwNG 1,727 LF $1.00 $1,727.00 $1.00 $1,727.00 $1.00 $1,727.00 TOTAL $490,036.00 $482,022.50 $528,622.60 ALTERNATE ITEM T'.euroe a Of 19 EXHIBIT R Page 7 of 17 HOFFSITE 1 LS $100,000.00 $100,000.00 $250,000.00 $250,000.00 $176,000.00 $176,000.00 NO. WATER CR122 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE DISPOSAL OF EXCESS SPOILS AND MATERIAL 8"PVC-900 34 LF $ 25.00 $850.00 $30.00 $1,020.00 $51.00 $1,734.00 12"PVC-900 2,227 LF $ 42.00 $93,534.00 $48.00 $106,896.00 $49.68 $110,637.36 5114"FIRE HYDRANTASSEMBLY 2 EA $ 2,700.00 $5,400.00 $2,800.00 $5,600.00 $3,195.00 $6,390.00 8"GATEVALVE 2 EA $ 900.00 $1,800.00 $900.00 $1,800.00 $876.00 $1,752.00 12"GATE VALVE 7 EA $ 1,500.00 $10,500.00 $1,500.00 $10,500.00 $1,483.00 $10,381.00 WETCONNECTION 1 EA $ 1,500.00 $1,500.00 $800.00 $800.00 $900.00 $900.00 TRENCH SAFETY 2,261 LF $ 0.50 $1,130.50 $1.00 $2,261.00 $0.75 $1,695.75 .......�11QX. :'k'•iY:Bp�k3•��QI�:;:1�a4:4 �q :�p9.�iif.0�:1E7!:: ikl1,•::::::::::::::::�$:�tti��lis#T'(itt�?k:t�:= � = � :> >. ,'1C:•:�1!sNud�-�ottstr!itc�ton�:s> �:> :�:<::Sdir•O :�ui>';i��gtllli�: �:::::;:::::::::::•:. :`•'PSfnma�': :�:�r:ua'•��� ;�;'d8':'�•���2�.:::2��`�':=:=:t' ''':�: �:�.•';�:� :�:::::::: : : ::;:22:: t :�: ��: � 't'r:� � <�;�:�:'•:�:�:::� ::�':r:::�>:: ::::: ;;�:�: ;:� ::� :�%: 5:2:s2z22.:::��:�:� � .::� :�:< STEEL ENCASEMENT 1 EA $ 3,200.00 $3,200.00 $3,500.00 $3,500.00 $800.00 $800.00 ADJUST VALVE CASTINGS 11 EA $ 100.00 $1,100.00 $350.00 $3,850.00 $225.00 $2,475.00 STARING 2,227 LF $ 1.00 $2,227.00 $1.00 $2,227.00 $1.00 $2,227.00 TOTAL, $121,241.50 $138,454.00 $138,992.11 NO. WASTEWATER CR122 QUANT UNIT UNIT PRICE TOTAL,PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC SDR26 0-8 187 LF $ 32.00 $ 5,984.00 $30.00 $5,610.00 $27.45 $5,133.15 W PVC SDR20 8-10 156 LF $ 35.00 $ 5,460.00 $35.00 $5,460.00 $29.20 $4,555.20 W PVC SDR2610-12 278 LF $ 40.00 $ 11,120.00 $38.00 $10,564.00 $33.10 $9,201.80 8"PVC SDR2612-14 172 LF $ 47.00 $ 8,084.00 $42.00 $7,224.00 $37.10 $6,381.20 C8 18"PVC SDR26 0.8 1,519 LF $ 60.00 $ 91,140.00 $60.00 $91,140.00 $51.49 $78,213.31 C8 18"PVC SDR26 8-10 285 LF $ 64.00 $ 18,240.00 $75.00 $21,375.00 $54.55 $15,546.75 C8 18"PVC SDR26 10-12 36 LF $ 70.00 $ 2,520.00 $80.00 $2,880.00 $60.35 $2,172.60 C8 TRENCH SAFETY 2,633 LF $ 1.00 $ 2,633.00 $1.00 $2,633.00 $1.00 $2,633.00 cs IMANHOLES I a EA $ 3,800.00 IS 34,200.00 $4,200.00 $37,800.00 $3,315.00 $29,835.00 DROP MANHOLES I 1 EA $ 4,200.00 1 $ 4,200.00 1 $4,500.00 1 $4,500.00 $4,315.00 $4,315.00 T;bWM 7 of 19 EXHIBIT R Page 8 of 17 CS EXTRA DEPTH MANHOLES 12 VLF $ 200.00 $ 2,400.00 $1,500.00 $18,000.00 $250.00 $3,000.00 C8 ADJUST MANHOLE CASTINGS 10 EA $ 100.00 $ 1,000.00 $350.00 $3,500.00 $375.00 $3,750.00 C8 CONNECTION TO EXISTING MH. 1 EA $ 1,800.00 $ 1,800.00 $800.00 $800.00 $500.00 $500.00 BOLTED MANHOLE COVERS 3 EA $ 350.00 $ 1,050.00 $500.00 $1,500.00 $75.00 $225.00 STEEL ENCASEMENT 1 EA $ 3,300.00 $ 3,300.00 $3,500.00 $3,500.00 $2,300.00 $2,300.00 C8 STAKING 2,633 LF $ 1.00 $ 2,633.00 $1.00 $2,633.00 $1.00 $2,633.00 TOTAL $ 195,764.00 $219,119.00 $170,395.01 .......1;Ifls 1; Tx01 .:#iF4:fi: a . 9! !U :�1:acma:>: ::::::.:::::.cas1l.GansEtEa is::::::::::...:.:::.:::.:::.krT�w.i oq�riu�ti+�i:`< >::?< :$C�i�ell 4�o�Ei�si�IFa�i I?...d$ .:..... as 8 � :: . .�.. .:.......:.`.....tY:...... i:;: : :i5:;:� :; ::::;:;:;;;:::;:;::;;;::;>:>•;:>::::>is::2:::::::::>;::;:;::;::>::;:<::::; :;:;::i::;::;::t:;:;>::;:::::5:::::::222<;:::::c;•:;•;•> ..................... :::.......... ... .... :::. :::::. ::::::•:. :...........::..:.:...........;..:...:.::.:..:..::•::•::::•. ::. :::•:•:::...::...........:•. •:.:::•:•. ALTERNATE ITEMS 10"PVC SDR26 0-8 331 LF 525.00 58,275.00 535.00 iti� #;S8$QQ='<,° '•„ $31.00 $10,261.00 8"PVC SDR26 0-8 300 LF $29.00 $8,700.00 $30.00 $9,000.00 $27.45 $8,235.00 8"PVC SDR26 8-10 404 LF $32.00 $12,928.00 $35.00 $14,140.00 $29.20 $11,796.80 NO. EROSION CR122 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 5,848 SY $0.50 $2,924.00 $0.60 $3,508.80 $1.25 $7,310.00 REVEG OTHER AREAS 41,178 SY $0.50 $20,589.00 $0.60 $24,706.80 $1.25 $51,472.50 SCE 1 EA $2,500.00 $2,500.00 $3,000.00 $3,000.00 $1.00 $1.00 SILT FENCE 2,168 LF $2.00 1 $4,336.00 $2.00 $4,336.00 $2.25 $4,878.00 ROCK BERM 332 LF $20.00 $6,640.00 $24.00 $7,968.00 $20.00 $6,640.00 TOTAL $36,989.00 $43,519.60 $70,301.50 GRAND TOTAL ALL ITEMS $844,030.50 $883,115.10 $908,311.22 C8 THESE ITEMS ARE FOR THE C8 WASTEWATER LINE AS SHOWN ON THE OVERALL WASTEWATER MAP IN THE CONSTENT AGREEMENT. htldmY 8 of 19 EXHIBIT R Page 9 of 17 --------- ----------- ... ....... ... .►... .................. ................................. ............................. ". ............. X .... NO. ST)EXCAVATION&DRAINAGE 17A UANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE CLEARING 16,110 SY $0.40 $6,444.00 $1.00 $16,110.00 EXCAVATION Ir',110 SY $1.55 $24,970.50 $2.50 $40,275.00 18"RCP 524 LF $46.24 $24,229.76 $40.00 $20,960.00 24"RCP 1,198 LF $50.83 $60,894.34 $52.00 $62,296.00 30"RCP 689 LF $63.24 $42,307.56 $68.00 $45,492.00 38"RCP 85 LF $100.07 $8,505.95 $89.00 $7,565.00 209 4Lr RCP I LF $113.87 $23,798.83 $122.00 $25,498.00 36"HEADWALL 1 JEA $4,410.42 $4,410.42 $4,400.00 $4,400.00 4r'HEADWALL I EA $5,037.00 $5,037.00 $5,200.00 $5,200.00_ INLETS 10-FOOT 13 EA $3,720.02 $48,360.26 $3,100.00 $40,300.00 STORM SEWER MANHOLES 6 EA $3,536.62 $21,219.72 $3,600.00 $21,600.00- TRENCH2,685 LF $1.15 $3,087.75 $1.00 $2,685.00 I E SAFETY AND COMPAUTIUN OF W ;Ls 1 LS $76,929.01 $76,929.01 $20,000.00 $20,000.00 STAKING 2,885 LF $1.00 $2,685.00 $1.00 $2,685.00 TOTAL $352,880.10 $315,066.00 ALTERNATE ITEM DISPOSAL OF EXCESS SPOILS AND 4R .OFFSITE 1 Ls $101187.45 3101,387.45 $35,000.00 535,000.00 ............ ................. . ......... . ...... ...... ........................... NO. WATER 17A QUANT UNIT UNIT PRICE I TOTAL PRICE UNIT PRICE TOTAL PRICE T'.bWWb 9 Of 19 EXHIBIT R Page 10 of 17 8"PVC-900 1,771 LF $32.24 $57,097.04 $39.50 $69,954.50 12"PVC-900 1,199 LF $56.22 $67,407.78 $59.00 $70,741.00 AIR RELEASE VALVE 1 EA $2,001.75 $2,001.75 $1,960.00 $1,960.00 5 IW FIRE HYDRANT 7 EA $3,127.91 $21,895.37 $2,900.00 $20,300.00 8"GATE VALVE 9 EA $1,245.99 $11,213.91 $780.00 $7,020.00 12"GATEVALVE 4E 1 $1,901.11 $7,604.44 $1,650.00 $6,600.00 DOUBLE SERVICE 30 EA $1,725.67 $51,770.10 $1,210.00 $36,300.00 SINGLE SERVICE 2 EA $1,381.21 $2,762.42 $980.00 $1,960.00 IRRIGATION SERVICE 1 EA $1,884.53 $1,884.53 $980.00 $980.00 WETCONNECTION 2 EA $922.69 $1,845.38 $1,000.00 $2,000.00 TRENCH SAFETY 2,970 LF $0.58 $1,722.60 $0.50 $1,485.00 ADJUST VALVE CASTINGS 20 EA $273.70 $5,474.00 $200.00 $4,000.00 IRRIGATION SLEEVES 1 EA $1,908.89 $1,908.89 $1,200.00 $1,200.00 STAKING 1,199 LF $1.00 $1,199.00 $1.00 $1,199.00 TOTAL ME= Im $235,787.21 $225,699.50 NO. WASTEWATER 17A QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC SDR28 0-8 1,528 LF $32.09 $49,033.52 $34.00 $51,952.00 8"PVC SDR26 8-10 1,172 LF $37.35 $43,774.20 $37.50 $43,950.00 DOUBLE SERVICE 30 EA $1,750.22 $52,506.60 $1,380.00 $41,400.00 SINGLE SERVICE 3 EA $1,533.50 $4,600.50 $1,100.00 $3,300.00 TRENCH SAFETY 2,700 LF $1.15 $3,105.00 $1.00 $2,700.00 MANHOLES 1s EA $4,750.89 $61,761.57 $3,850.00 $50,050.00 ------------- Ctakx�Jl:r: % tl'' ►iri` 9�.!.46: <: tticlihari:£ fh«iti0iis>::s`:: ::: ;:: <:: fiilii: i 'nte�e�o : ::: :::::: :s:: > :: rtu .. .,. STAKING 2,700 LF $1.00 1 $2,700.00 $1.00 $2,700.00 T.W" 10 of 18 EXHIBIT R Page 11 of 17 TOTAL $217,481.39 $196,052.00 NO. EROSION 17A QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 5,607 SY $0.86 $4,822.02 $0.50 $2,803.50 SCE 1 EA $690.00 $690.00 $1,000.00 $1,000.00 SILT FENCE 2,645 LF $2.32 $6,136.40 $1.80 1 $4,761.00 ROCK BERM 40 LF $13.80 $552.00 $35.00 $1,400.00 INLET PROTECT ION 13 EA $68.47 $890.11 $90.00 $1,170.00 TOTAL $13,090.53 $11,134.50 GRAND TOTAL ALL ITEMS $819,239.23 $747,952.00 NO. ST EXCAVATION&DRAINAGE 18 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE CLEARING 20,051 SY $0.54 $10,827.54 $1.00 $20,051.00 EXCAVATION 20,051 SY $2.04 $40,904.04 $3.85 $77,196.35 18"RCP 1,140 LF $45.71 $52,109.40 $40.00 $45,600.00 24"RCP 797 LF $52.17 $41,579.49 $52.00 $41,444.00 30"RCP 66z LF $67.72 $44,830.64 $68.00 $45,016.00 ;:; ;]��? �4Qk •v: lit; ¢tu >99t4�4 > ��«A...................fall..atf4 !........................:.>. !!;!alt#IltlFg : :------------ :>::: : : ::<;;»:::: :::1!liCditiS; al :atgiiAis: iy8;: ........................................ ..................................:...:.::::•:::::::.:•.: ::::•:::::::. :•:::::::•:::::::. :::::::. :::::.: 96"RCP 38 LF $122.47 $4,408.92 $90.00 $3,240.00 42"RCP 195 LF $120.18 $23,435.10 $122.00 $23,790.00 54"RCP 60 LF $158.10 $9,486.00 $183.00 $10,980.00 60"RCP 247 LF $211.31 $52,193.57 $228.00 $56,316.00 66"RCP 208 LF $225.41 $46,885.28 $260.00 $54,080.00 30"HEADWALL i EA $1,957.99 $1,957.99 $3,800.00 $3,800.00 T.10" � 11 of 19 EXHIBIT R Page 12 of 17 86"HEADWALL 1 EA $6,419.88 $6,419.88 $8,700.00 $8,700.00 CULVERT BOXES 5'X 5'(3)WITH HEADWALL 1 Ls $92,114.50 $92,114.50 $87,000.00 $87,000.00 INLETS 10-FOOT 20 EA $3,720.02 $74,400.40 $3,100.00 $62,000.00 STORM SEWER MANHOLES 3 EA $3,225.51 $9,676.53 $3,100.00 $9,300.00 4'x 4'JUNCTION BOX 1 EA $3,395.25 $3,395.25 $4,100.00 $4,100.00 JW x 8'JUNCTION BOX 1 EA $9,202.17 $9,202.17 $10,800.00 $10,800.00 TRENCH SAFETY 3,345.LF $1.15 $3,846.75 $1.00 $3,345.00 SPOILS 1 Ls $94,233.13 $94,233.13 $20,000.00 $20,000.00 STAKING 3.345 LF $1.00 $3,345.00 $1.00 $3,345.00 TOTAL $625,251.58 $590,103.35 ALTERNATEITEM DISPOSAL OF ESS SPOILS AND MATERIAL OFFSITE 1 LS r$108,046.64 S108,046.64 540,000.00 540,000.00 NO. NVATER 18 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE a"PVC-900 •:•> :a:,._.;.. SC ' s;::::' ::.Q:::;:•: 1•:,:6:6•:a::L:F•:::`•:::•:::. ::::..:.$...3.2....0..3....f.`:' .....::..:.<.$5':.:..3>...':,•.42:.:.:6::....:'..0.4:. .:.:$.:.:3..;:..,9:;....50.e..:....:.:::..•::...::: $6:<..:5.:'.:,8.::.8.:.6.0:..:0 ' #i :•::' u :` :stii: n: <is : Y .E : EW:LrinAnc , ; : < : ..:.:: : `: : .:> :.. .. : : : : :2 •: :t417 .a . : :::: . .: _::..............:: ::: : : 12"PVC-900 2,025 LF $55.75 $112,893.75 $59.00 $119,475.00 AIR RELEASE VALVE 1 EA $2,001.75 $2,001.75 $1,960.00 $1,960.00 51/4"FIRE HYDRANT 7 EA $3,127.91 $21,895.37 $2,920.00 $20,440.00 8"GATE VALVE 10 EA $1,246.15 $12,461.50 $780.00 $7,800.00 12"GATE VALVE 9 EA $1,859.71 $16,737.39 $1,650.00 $14,850.00 DOUBLE SERVICE 39 EA $1,647.80 $64,264.20 $1,210.00 $47,190.00 SINGLE SERVICE 2 EA $1,329.12 $2,658.24 $990.00 $1,980.00 WETCONNECTION 2 EA $922.69 $1,845.38 $1,000.00 $2,000.00 TRENCH SAFETY 3,693 LF $0.58 $2,141.94 $0.50 $1,846.50 r.mmn 12 of 19 i EXHIBIT R Page 13 of 17 I I ADJUST VALVE CASTINGS 2s EA $253.00 $6,578.00 $200.00 $5,200.00 STAKING 2.02511-F $1.00 $2,025.00 $1.00 $2,025.00 TOTAL $298,928.56 $290,652.50 NO. WASTEWATER 18 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC SDR26 0-8 1,523 LF $32.09 $48,873.07 $34.00 $51,782.00 8"PVC SDR26 8-10 1,342 LF $37.35 $50,123.70 $37.50 $50,325.00 W PVC SDR26 10-12 285 LF $43.73 $12,463.05 $43.00 $12,255.00 s"PVC SDR26 12-14 82 LF $52.23 $4,282.86 $49.50 $4,059.00 DOUBLE SERVICE 39 EA $1,721.48 $67,137.72 $1,380.00 $53,820.00 SINGLE SERVICE 8 EA $1,612.23 $12,897.84 $1,100.00 $8,800.00 TRENCH SAFETY 3,232 LF $1.15 $3,716.80 $1.00 $3,232.00 MANHOLES 11 EA $4,944.58 $54,390.38 $4,000.00 $44,000.00 DROP MANHOLES 1 EA $4,989.48 $4,989.48 $4,900.00 $4,900.00 STAKING 3,232 LF $1.00 1 $3,232.00 $1.00 $3,232.00 MOTWOMW 0.: : . ; ;..::..:.::. 6: :lii.::.=::<:::: := '•:: :: ri irii'a'ri ris s>......Fru ` ti :: : :::': .. :.. :.' t a'u''``•�91 6 SiEcEia'`:1': <:'1#=-: 1 - ::: r:.:: :.: `•: ...... . i= i:: i?: i:::?: ::.:::. ::; <;: ::.:. % ;f iQQ :' :t};�:�: :: ; <?<` r ''•.............................. <> ;: .........................' r < 2:2 f: : : : : S:r i : :S: : : : : :... TOTAL $262,106.90 $236,405.00 NO. EROSION 18 7AN UMT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEL ROW sv $0.86 $5,829.94 $0.50 $3,389.50 SCE En $690.00 $690.00 $1,000.00 $1,000.00 SILT FENCE LF $2.32 $4,640.00 $1.80 $3,600.00 ROCKBERM EA $13.80 $27.60 $1,000.00 $2,000.00 TOTAL $11,187.54 $9,989.50 M..W�b 13 of 19 EXHIBIT R Page 14 of 17 i I GRAND TOTAL ALL ITEMS $1,197,474.58 $1,127,150.35 I i NO. ST EXCAVATION&DRAINAGE CRI22 UANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE ( CLEARING(ROW) 28.327 SY $0.34 $9,631.18 $1.00 $28,327.00 CLEARING(OTHER) 41,178 SY $0.34 $14,000.52 $1.00 $41,178.00 EXCAVATION(ROW) 28.327 SY $3.21 $90,929.67 $3.15 $89,230.05 II 18"RCP 818 LF $47.01 $38,454.18 $41.50 $33,947.00 24"RCP 4051 LF 1 $50.67 $20,521.35 $54.00 $21,870.00 30"RCP 113 LF 1 $72.35 $8,175.55 $69.00 $7,797.00 42"RCP 292 LF $129.30 $37,755.60 $124.00 $36,208.00 CHANNEL 1,087 LF $14.18 $15,130.06 $48.00 $51,216.00 TRENCH SAFETY 1.727 LF $1.15 $1,986.05 $1.00 $1,727.00 INLETS 10-FOOT 8 EA :- IDI:: IiUeF:IFIAf:r: id:c3"anin': JR2dIb .l $3,720.02 : $29>,:7:6::0:.;1>6: $3,10'n0.00e' $:;2s4:,:80:0.0:0 II ';>; : s: ........................................................................................................................:.:.....::::........ X. INLETS 15-FOOT 1 EA $4,587.52 $4,587.52 $3,800.00 $3,800.00 ADJUST MANHOLE CASTINGS 1 EA $400.89 $400.89 $400.00 $400.00 i 4z'COAHEADWALLS 2 E $5,037.00 $10,074.00 $5,200.00 $10,400.00 42'TEMPORARYHEADWALL 1 EA $3,310.85 $3,310.85 $1,650.00 $1,650.00 18"SLOPING HEADWALL 5 EA $1,152.88 $5,764.40 $950.00 $4,750.00 30"COA HEADWALLS 1 EA $1,957.99 $1,957.99 $3,800.00 $3,800.00 I GRADE TO DRAIN 148 LF $9.72 $1:,438.56 $15.00 $2,220.00 DETENTION POND COMPLETE AND IN PLACE 1 LS $188,000.37 $188,000.37 $250,000.00 $250,000.00 ONSITESPRE-ADING AND CUMPAGI ION-OF-- SPOILS 1 LS $46,442.49 $46,442.49 $55,000.00 $55,000.00 STAKING 1.727 LF $1.00 $1,727.00 $1.00 $1,727.00 TOTAL $530,048.39 $670,047.05 ALTERNATE ITEM i 14 of 19 i EXHIBIT R Page 15 of 17 iDISPOSAL OF EXCESS SPOILS AND MATERIAL OFFSITE 1 LS $192,800.49 $192,800.49 $200,000.00 $200,000.00 NO. WATER CR122 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE all PVC-900 34 LF $ 43.16 $1,467.44 $42.00 $1,428.00 12"PVC-900 2,227 LF $ 49.92 $111,171.84 $56.00 $124,712.00 5114"FIRE HYDRANT ASSEMBLY 2 EA 1 $ 3,127.91 $6,255.82 $2,980.00 $5,960.00 8"GATE VALVE 2 EA 1 $ 1,245.35 $2,490.70 $780.00 $1,560.00 I 12"GATEVALVE 7 EA 1 $ 1,901.11 $13,307.77 $1,650.00 $11,550.00 WETCONNECTION 1 EA $ 922.69 $922.69 $1,200.00 $1,200.00 TRENCH SAFETY 2,281 LF $ 0.58 $1,311.38 $1.00 $2,261.00 :..:.... . . ... � •• #f,•...:............. �o8rh$v:�"ua tvAtR6ri::>:�: �::>:::: ::> ;::�kadha;:l�ii�ucc�.o$:;: :«::::??:��:::��::��:=: ;...::.JB111�.'7k'A:?�C.f�ak�.S,Qi�; ��......................:..,:.:.�::::•:.�: :::::::::::::::::•:::.�.::::::.�.::::::::.�::::.............................:..:..:::. :`•: : $C s illue;5gcit#uns ...e1 1 ;.....:::. :.:::::. .::<;•::•::•::•::•......::::•. .........................:: 2iu STEEL ENCASEMENT 1 EA 1 $ 5,671.80 $5,671.80 $2,000.00 $2,000.00 ADJUST VALVE CASTINGS 11 EA $ 236.47 $2,601.17 $200.00 $2,200.00 STAKING 2,227 LF $ 1.00 $2,227.00 $1.00 $2,227.00 TOTAL $147,427.61 $155,098.00 i NO. WASTEWATER CR122 QuANT UNIT I UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC SDR26 0-8 187 LF $ 32.07 $5,997.09 $34.00 $6,358.00 I� 8•PVC SDR26 8-10 158 LF $ 37.38 $5,831.28 $37.50 $5,850.00 I 8"PVC SUR26 10-12 278 LF $ 43.74 $12,159.72 $43.00 $11,954.00 8"PVC SDR2612-14 172 LF $ 52.20 $8,978.40 $49.50 $8,514.00 18"PVC SD 0-8 1,519 LF $ 61.10 $92,810.90 $60.00 $91,140.00 16"PVC SDR26 8-10 28s LF 1 $ 67.21 $19,154.85 $64.00 $18,240.00 18"PVC SDR25 10-12 36 LF $ 73.68 $2,652.48 $70.00 $2,520.00 TRENCH SAFETY 2,633 LF $ 1.15 $3,027.95 $1.00 $2,633.00 MANHOLES 9 EA $ 3,489.63 $31,406.67 $3,900.00 $35,100.00 DROP MANHOLES 1 EA $ 4,022.10 $4,022.10 $4,900.00 $4,900.00 r.ewdu 15 of 19 EXHIBIT R Page 16 of 17 EXTRA DEPTH MANHOLES 12 VLF $ 415.74 $4,988.88 $380.00 $4,560.00 ADJUST MANHOLE CASTINGS 10 EA $ 400.89 $4,008.90 $440.00 $4,400.00 CONNECTION TO EXISTING MH. 1 EA $ 1,316.75 $1,316.75 $1,800.00 $1,800.00 BOLTED MANHOLE COVERS 3 EA $ 327.75 $983.25 $160.00 $480.00 i STEEL ENCASEMENT 1 EA $ 5,644.49 $5,644.49 $1,800.00 $1,800.00 STAKING 2,833 LF $ 1.00 Galkn 1�:'•?:�::s:::;.1. : ::::::::::::::::::. :.::..:...:......:....,................l.1.:I.A:.:k4.:.::C.:.:'.•Q.:.:A..S.::.k.:[.:1.:1t.:.:d.:.:6.:.:M.:k:.r.:r.::•.:.:•.::$2•.::.::,.::6•.::.:3.:•.:3.::...:0:.•.:0.:. :•..E:.S:.c•.:4.:.:.:.:#.:..:..:$..:.►1.t..0.:R..0 ..:.:.:.:.:.fi.:::::::• $:.:.2..,6:.::.3.:3z..:..03..0 TOTAL $205,616.71 $202,882.00 ... .:•: Q ::::;:i: :r.... . .a.aG >:>:::::r: :. .::. ALTERNATE rrEMS 10"PVC SDR26 0-8 331 LF $36.54 $12,094.74 $3850 $12,74350 8"PVC SDR26 0-8 300 LF $33.21 $9,963.00 $34.00 $10,200.00 6"PVC SDR26 8-10 404 LF 538.47 515,541.88 537.50 515,150.00 i ! NO. EROSION CR122 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 5,848 BY $0.86 $5,029.28 $0.50 $2,924.00 1 REVEGOTHERAREAS 41,178 SY $0.86 $35,413.08 $1.00 $41,178.00 SCE 1 EA $690.00 $690.00 $1,000.00 $1,000.00 SILT FENCE 2,188 LF $2.32 $5,029.76 $1.80 $3,902.40 ROCK BERM 332 LF $13.80 $4,581.60 $25.00 $8,300.00 TOTAL $50,743.72 $57,304.40 GRAND TOTAL ALL ITEMS $933,836.43 $1,085,331.45 16 of 19 T:bkiWb EXHIBIT R Page 17 of 17 EXHIBIT S From: CASH CONSTRUCTION COMPANY,LTD. page 1 of 1 P.O.BOX 1279 PFLUGERVILLE,TEXAS 76691 To: AMY FREDERICK,P.E. PALOMA LAKE DEVELOPMENT,INC. 1011 N.LAMAR BLVD. AUSTIN,TEXAS 78703 (512)481-0303 CONSTRUCTION CHANGE ORDER Project Paloma Lakes 17A, 18,CR 122 Contract Date:. 10/16/2006 Project No.: 491 Change Order No.: 1 Original Contract Amount: . $2,298,777.00 Change Order Date: 1.1/21/20A : This Change Order:, -$18,584.00 Change Orders to Date: $0.00 _ ... . Original Contract Amount Plus Change Orders: $2,280,193.00 CHANGE DATA Item .... Uiilt .Added Da No' Description(Including Reason Unit Quantity Price.' :" Amount. Calander Working Addidonal Items anWor uanitltes: 138 CHANGE OF18"PVC SDR26 0-8 TO 12"PVC LF 1,519 =10.1 -15341.9' 139 CHANGE OF18"PVC SDR26 8-10 T012"PVC LF 285 -10.1 -2878.5 W ICHANGE OF1 B"PVC SDR2610-12 TO 12"PVC I LF36 -10.1 -353.6 0 TOTAL 1,840 -$18,584.00] 0.00 0 Approved Contractor's resentative Date Approved by: y z 7 Engineer's RepresentItIve Date Approved by: Z Own /reentativdL/ Date I Approved by: Paloma Lake MUD 2 Date i ' I EXHIBIT T Page 1 of 2 PALOMA LAKE COST ESTIMATE FOR TEMPORARY LIFT STATION 17-Nov-06 ITEM COST Pumps $6,000.00 Forcemain $18,000.00 Panels $2,000.00 Connection To Settlers LS $1,000.00 CR 122 Crossing $500.00 Temp Fencing, Electricity, Misc Items $10,000.00 Sub Total $37,500.00 20% Contingency $7,500.00 Grand Total $45,000.00 M:\blake's spreadsheet files\Paloma Lake-Nelson\temp LS cost est �•'W74 i �� ` \, 1 ♦ r, ,�e1� ,1�� 11 • ; Ilk va IF Wt AD I I I� I ,• 0 O, Mryt■::r ' Ar: R:\LAND1001-1050\1046\dwg\1046—EXHIBIT A dwg Dec 13, 2006 I� I L� I ---- -------J------------CA r'� , . al fill al I y I .0 Ik 1 I \ q, al ' I 3 y ------------ -------------- I ` a � I v al I I f I •� I Z % rri %. nl ' b I i I % % D �. rr to I % I V) 10, Z ------- ' -�---- l Avi rB C) TOTAL $217,481.39 $196,052.00 NO. EROSION 17A QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 5,607 Sy $0.86 $4,822.02 $0.50 $2803.50 scE 1 FA $690.00 $690.00 $1,000.00 $1,000.00 z.645 LF $2.32 $6,136.40 SILT FENCE $1.80 $4,761.00 ROCK BERM 40 LF $1-480 ROCKB $552.00 $35.00 $1,400.00 13 EA $68.4 INLET PROTECTION $890.11 $90•�� $1,170.00 $13,090.53 $11,134.50 TOTAL GRAND TOTAL ALL ITEMS $819,239.23 $747,952.00 ST EXCAVATION&DRAINAGE AINAGE 18 DANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE CLEARING 20,051 SY $0.54 $10,827.54 $1.00 $20,051.00 EXCAVATION 20,051 Sy $2.04 $40,904.04 $3.85 $77,196.35 W RCP 1.140 LF $45.71 $52,109.40 $40.00 $45,600.00 24"RCP 797 LF $52.17 $41,579.49 $52.00 $41,444.00 RCP 662 LF $67.72 $44,830.64 $68.00 $45,016.00 30" ..............:..:...::. :•::;;•;::•: ::< ; ....;:.•:.::.: •::::::•::::••::::<'; ?:: :«:;:;i3:::::::':::..:.:.,..:`.yl4M! .....................-...- .................:..,...;.:........,:::..;..:::.....::..: .. .--•. . ...;::�::;;.>:.:::.:;•:;•:� d Rlt•:Q9?!'I�l40�!!�:r::•::::•::r:•::•>.;::�:: ��!9�!tk;. �!.::.::;:;<•.�'.�-:;<.:r:�::< ;>::•>::•:�:: :•:. Qff >:`��`:X71?�� �'Jtl...._.�:::.�.:..........,.:,..:...:..::.:::::::::........:..::::.:::........:::::._:::::::::.�<.::.:::::::::::.:::...::.�::.:�:::.�::;.::•:::::::.::•:::::::...:::::::: .�.�:•.: ............. . :<;«::«:;:<;>•>:<:::;:;:;�::::<.;:;::::::.:• 36"RCP 36 LF $122.47 $4,408.92 $90.00 $3,24 195 LF a2"RCP 0 $120.18 $23,435.10 $122.00 $23,790.00 54"RCP 60 LF $158.10 $9,486.00 $183.00 $10,980.0 60"RCP 247 LF $211.31 $52,193.57 $228.00 $56,316.00 fib"RCP 208 LF $225.41 $46,885.28 $260.00 $54,080.00 i EA $1,957.99 $1,957.99 $3,800.00 $3,800.00 36"HEADWALL 11 of 19 T:ekdb ` i EXHIBIT R Page 12 of 17 66"HEADWALL 1 EA $6,419.88 $6,419.88 $8,700.00 $8,700.00 CULVERT BOXES W X V(3)WITH HEADWALL 1 LS $92,114.50 $92,114.50 $87,000.00 $87,000.00 INLETS 10 FOOT 20 EA $3,720.02 $74,400.40 $3,100.00 $62,000.00 3 EA $3,225.51 $9,676.53 $3,100.00 $9,300.00 STORM SEWER MANHOLES STORM SEWER BOX 1 EA $3,395.25 $3,395.25 $4,100.00 $4,100.00 W x&JUNCTION BOX 1 EA $9,202.17 $9,202.17 $10,800.00 $10,800.00 TRENCH SAFETY 3,345.LF $1.15 $3,846.75 $1.00 $3,345.00 SPOILS 1 LS $94,233.13 $94,233.13 $20,000.00 $20,000.00 STAKING 3,345 LF $1.00 $3,345.00 $1.00 $3,345.00 $625,251.58 $590,103.35 TOTAL ALTERNATEITEM P ESS SP IL A D IA OFFSITE 1 LS 5108,046.64 5108,046.64 540,000.00 540,000.00 NO. WATER 18 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 1,668 LF $32.03 $53,426.04 $39.50 $65,886.00 all PVC-900 ::::hR.gn..nom•.:•:::::;::?; ' has:�i:>:�: �:; :> :?1!!e......... .:.:. ::•:::•::..:...::.:::.... :::<X11(i:'�•si�Yt�.k........ N-:....•i;: ::.:.:::•::::::•::::::::..... ...:::.�.�:._:.....::,.::::::::::.:.......::.�:.:::�:.: ........:.:::::::::::::::.......:..:•:•::::::..:.�: .. .... 12"PVC-9oa 2,025 LF $55.75 $112,893.75 $59.00 $119,475. AIR RELEASE VALVE 1 EA $2,001.75 $2,001.75 $1,960.00 $1,960.00 5114"FIRE HYDRANT 7 EA $3,127.91 $21,895.37 $2,920.00 $20,440.00 e°GATE VALVE 10 EA $1,246.15 $12,461.50 $780.00 $7,800.00 17'GATE VALVE 9 EA $1,859.71 $16,737.39 $1,650.00 $14,850.00 DOUBLE SERVICE 39 EA $1,647.80 $64,264.20 $1,210.00 $47,190.00 SINGLE SERVICE 2E $1,329.12 $2,658.24 $990.00 $1,980.00 2 EA $922.69 $1,845.38 $1,000.00 $2,000.00 WET CONNECTION TRENCH SAFETY 3,693 LF $0.58 $2,141.94 $0.50 $1,846.50 12 of 19 is gimme , i EXHIBIT R Page 13 of 17 ADJUST VALVE CASTINGS 26 EA $253.00 $6,578.00 $200.00 $5,200.00 STAKING 2,025 LF $1.00 $2,025.00 $1.00 $2,025.00 $298,928.56 $290,652.50 TOTAL MM 0 NO. WASTEWATER 18 UANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE e"PVC SDR26 0-8 1,523 LF $32.09 $48,873.07 $34.00 $51,782.00 W.PVC SDR28 8 10 1,342 LF $37.35 $50,123.70 $37.50 $50,325.00 6"PVC SDR261a12 285 LF $43.73 $12,463.05 $43.00 $12,255.00 $4,059.00 8"PVC SDR26 12-14 82 LF $53 $4,282.86 $49.50 2.2 pOUSLESERVICE 39 EA $1,721.48 $67,137.72 $1,380.00 $53,820.00 SINGLE SERVICE B EA $1,612.23 $12,897.84 $1,100.00 $8,800.00 TRENCH SAFETY 3,232 LF $1.15 $3,716.80 $1.00 $3,232.00 MANHOLES 11 EA $4,944.58 $54,390.38 $4,000.00 $44,000.00 DROP MANHOLES 1 EA $4,989.48 $4,989.48 $4,900.00 $4,900.00 STAKING 3,232 LF $1.00 $3,232.00 $1.00" $3,232.00 viii` « >` `•s`:<<:> lut ::•:::::•;::: : udman: Rna€r1i�iarin: ` <' :::::::::::::::::::;•:::::._. :.:::._:•:.:::::._:: .x8. 1 x. ............ .............. .:..:::.�::•:::::::::::::::.::.: ::•:::•>::•:;::•;:::•:::;•:. ::� ::�;;>:�:»> ��::<�:�>:::.:::;<.::: •;>:•::;: tz6tZQQ : :;: : i :: rr:is`: : ::2 :;:i is rir; ::•$:i2:::6:::.,,:;•:>:;;::>:<;.::::•r:::•::::::.:::. ::::.:::•:•:::.:::.:. ::. 0O 2 $236, •: TOTAL NO. EROSION 18g,UANT I UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REG ROW 6,779 SY $0.86 $5,829.94 $0.50 $3,389.50 EV EG EA $690.00 $690.00 $1,000.00 $1,000.00 CE SILT FENCE 2,000 LF $2.32 $4,640.00 $1.80 $3,600.00 2 EA $13.80 $27.60 $1,000.00 $2,000.00 ROCKSERM $11,187.54 $9,989.50 TOTAL 13 of 19 EXHIBIT R Page 14 of 17 GRAND TOTAL ALL ITEMS 35 NO. ST EXCAVATION&DRAINAGE CIR122 QUANT UNIT UNYT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 28,327 SY $0.34 $9,631.18 $1.00 $28,327.00 CLEARING(ROW) $1.00 $41,178.00 CLEARING(OTHER) 41,178 SY $0.34 $14,000.52 EXCAVATION(ROW) 28,327 SY $3.21 $90,929.67 $3.15 $89,230.05 l 18"RC P 818 LF $47.01 $38,454.18 $41.50 $33,947.00 2V'RCP 405 LF $50.67 $20,521.35 $54.00 $21,870.00 90"RCP 119 LF $72.35 $8,175.55 $69.00 $7,797.00 a 292 LF 2"RCP $129.30 $37,755.60 $124.00 $36,208.00 CHANNEL 1,087 LF $14.18 $15,130.06 $48.00 $51,216.00 TRENCH SAFETY 1,727 LF $1.15 $1,986.05 $1.00 $1,727.00 8.E.A.:•.::....., »s:: :` �8?damm....a.:r::t:::.::::y:.:d:(:c::y?:.:.::.::..•.:.:..:;::.:-.:-.:.:;:.::.:..:;....;.::..•.:::::::.:::::•::.::.::.::.::..::::::;::5:::;.•.:i.:•.:.:.s::r:.::c::•::::::<:::::<::Y:: ••t::p::::d..$m:•.:<.3a.;;.,n7..::20.02::f::t::.?:::�:::4::•:.:::::::l•.::F..::::$•:.::::29,::760.:.•16 $l3,1:0.:h0'.0h0e:::e::r:•l::p:::•..;.5::::%;'$::•2:•c:4': :,:800.:0:.0 INLETS 10 FOOTA � .......:::••:•:: •::: :::::::...:....:::: : .... :... : : ............. :: :•:::::•::::.:•: INLETS 15-FOOT 1 EA $4,587.52 $4,587.52 $3,800.00 $3,800.00 ADJUST MANHOLE CASTINGS 1 EA $400.89 $400.89 $400.00 1 $400.00 a EA $5,037.00 az'COA HEADWALLS $10,074.00 $5,200.00. $10,400.00 HEADWALL 1 EA $3,310.85 $3,310.85 $1,650.00 $1,650'00 47'TEMPORRY HEADWALLS 18"SLOPING HEADWALL 6 EA $1,152.88 $5,764.40 $950.00 $4,750.00 1W SLOPING COA INGHEAHEADWALL 1 EA $1,957.99 $1,957.9930" $3,800.00 $3,800.00 GRADETODRAIN 148 LF $9.72 1 $1,438.56 $15.00 $2,220.00 DETENTION POND COMPLETE AND IN PLACE 1 Ls $188,000.37 $188,000.37 $250,000.00 $250,000.0 lSPOILSDING 1 Ls $46,442.49 $46,442.49 $55,000.00 $55,000.00 STAKING 1,727 LF $1.00 $1,727.00 $1.00 $1,727.00 $530,048.39 $670,047.05 TOTAL ALTERNATE ITEM I 14 of 19 7:Md* EXHIBIT R Page 15 of 17 iOFFSITE 1 LS $192,800.49 $192800.49 $200,000.00 $200,000.00 WATER CR122 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE NO. W,PVC-900 34 LF $ 43.16 $1,467.44 $42.00 $1,428.00 2,227 LF $ 49.92 12'PVC-900 $111,171.84 $56.00 $124,712.00 5114"FIRE HYDRANT ASSEMBLY 2 EA $ 3,127.91 $6,255.82 $2,980.00 $5,960.00 8"GATE VALVE 2 EA $ 1,245.35 $2,490.70 $780.00 $1,560.00 7 EA $ 1,901 11 $ ,307.77 307.77 $1,650.00 $11,550.00 , i 12'GATE VALVE 1 EA $ 922.69 WET CONNECTION $922.69 $1,200.00 $1,200.00 NCH SAFETY 2,z61 LF $ 0.58 $1,311.38 $1.00 $2,261.00 T •:. :•............::::::;•: o: h yc............... :>: ku3ha.ing m:::;.:►` :::>: ::;:•::;:.>;:•::•::.;:;: olog.P,. ....::::::::::.......:•. . . :. ....:...:.::::. :::::....... ::::::. ::::,:. :::::.:. >:-: > :...::••.. ..::.; ::::.....; .: :•:18'; 1' .. ........ aChoa9 .•els:... .... ....................::�:.�.�:::•::::.:......;.::-:::::.�::................:..:....:......,....... ........�a'[ama•.L,aloe:r9.......::.:::.::.........:•:..............::.::. :;•> :• 2 00 ����`�`-' ••••••�'-•• " - 1 EA $ 5,671.80 $5,671.80 $2,000.00 , A AA STEEL ENCASEMENT ADJUST VALVE CASTINGS 11 EA $ 236.47 $2,601.17 $200.00 $2,200.00 sTAKING 2,227 tF $ 1.00 $2,227.00 $1.00 $2,227.00 i $147,427.61 $155,098.00 TOTAL i NO. WASTEWATER CR122 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE Er-PVC SDR28 0-8187 LF $ 32.07 $5,997.09 $34.00 $6,358.00 e"PVC 5DR26 8-10 $5,850.00 LF $ 37.38 $5,831.28 $37.50 $5,850.00 V,PVC SDR2610-12 278 LF $ 43.74 $12,159.72 $43.00 $11,954.00 8"PVC SDR2612-14 172 LF $ 52.20 $8,978.40 $49.50 $8,514.00 18"PVC SDR26 0-8 1,519 LF $ 61.10 $92,810.90 $60.00 $91,140.00 I18"PVC SDR26 8-10 285 LF $ 67.21 $19,154.85 $64.00 $$2,240.00 18"PVC SDR2610-12 36 LF $ 73.68 $2,652.48 $70.00 $2,520.00 TRENCH SAFETY 2,633 LF $ 1.15 $3,027.95 $1.00 $2,633.00 9 EA $ 3,489.63 $31,406.67 $3,900.00 $35,100.00 MANHOLES DROP MANHOLES 1 EA $ 4,022.10 $4,022.10 $4,900.00 $4,900.00 15 of 19 T:ewm EXHIBIT R Page 16 of 17 | � � i EXTRA DEPTH MANHOLES 12 VLF $ 415.74 $4,560.00 ADJUST MANHOLE CASTINGS 1D EA $ 400-89 CONNEC11ON TO EXISTING MH. 1 EA BOLTED MANHOLE COVERS STEELENCASEMENT $1.00 92,633.00 STAKING ` TOTAL ... .................... $205,616.71 $202,882 00 iY,PVC SDR26 0-8 333'21 $9963.00 S10,200.00 V'PVC SDR28"t $38.47 a'PVC SDR26 8-`10 REVEG ROW REVEG OTHER AREAS ---,I EA $690.00 SCE SILT FENCE 332 LF $13.80 ROCKBERM TOTAL GRAND TOTAL ALL ITEMS $933,836.43 $1,085,331.45 is Of Is T:Wftb EXHIBIT Page 17 of 17 EXHIBIT S From: CASH CONSTRUCTION COMPANY,LTD. page I Of 1 P.O.BOX 1279 PFLUGERVILLE,TEXAS 78891 To: AMY FREDERICK,P.E. PALOMA LAKE DEVELOPMENT,INC. 1011 N.LAMAR BLVD. AUSTIN,TEXAS 78703 (512)481-0303 CONSTRUCTION CHANGE ORDER Project:Paloma Lakes 17A,18,CR 122 Contract Date:. 10/16/2006 i Project No.: 491 Change Order No.: 1 Original Contract Arnpunt: . $2,298,777.00 Change Order Date: ... :1.1/21/20pf: _ This Change,Order.. -$18,584.00 ` Change Orders to Date: $0.00 $2,280,193.00. Original Contract Amount Plus Change Orders: i CHANGE DATAUnit Added Da l _ • ; . _. . .. .. .. 'I Iterii' Untt Quanti Price.' Amount. C ndorl W4rkin No. ' Description Indudin Raeson) Addidonal items andlor m-iflfes: 138 CHANGE'OF18"PVC SDR26 0-8 TO 12"PVC LF 1 519 . ;10.1 -10.1 -2878.5:: 139 CHANGE OF18" C 8DR26 8-10 TO 12 PVC LF 285 PV36 -10.1 -363.6 0 ' 140 CHANGE OF18"PVC SDR2610-12 TO 12"PVC LF 1,840 X18,584.00 O.OD 0 TOTAL Approved p Contractors ressntative Date Approved 2 7 by' Date Engineers Represen�Uve Approved �O by' Date 40wntie)7nniitIv I Approved by: Date i Paloma Lake MUD 2 I l ' 1 i EXHIBIT T Page 1 of 2 PALOMA LAKE COST ESTIMATE FOR TEMPORARY LIFT STATION 17-Nov-06 COST ITEM $6,000-00 Pumps $18,000.00 Forcemain $2,000.00 Panels $1,000.00 Connection To Settlers LS $500.00 CR 122 Crossing $10 P00 00 Temp Fencing, Electricity, Misc Items $37 500.00 Sub Total $7,500.00 20% Contingency Grand Total $45,000.00 M:\blake's spreadsheet files\Paloma Lake-Nelson\temp LS cost est BID TABIILATLON Bid Oening:TQ/3Y/06::I1a m: RT Paio:ma: ,,. VWaoofs;Cn�►struct�o.n..::. Schroeder Construction Lake.Seclwns,lb . Offsite.Wa>erLrne 10l3.I/.2 . 006. NO. :ATER . QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 16" DIP 250 2,600 LF $ 71.84 $ 186,784.00 $75.00 _- $195 000.00 16" GATE VALVE $66.00 $171,600.00 FLUSH VALVE 3 EA $ 4,060.00 $ 12,180.00 $3,900.00 $11,700.00 $4,900.00 $14,700.00 TRENCH SAFETY 1 EA $ 4,465.00 $ 4,465.00 $2,200.00 $2,200.00 $6,500.00 $6,500.00 2f00 Lf $ 1.00 $ 2,600.00 $1.00 $2,600.00 $1.00 $2,600.00 MASTER METER & VAULT 1 EA $ 73,380.00 $ 73,380.00 $55,000.00 $55,000.00 $89,000.00 $89,000.00 REPAIR/REPLACE DRIVES, PAVEMENT, FENCES, ETC. $ 2,800.00 $ 2,800.00 $22,000.00 22 0 1 L5 $ 00.00 $6,200.00 $6,200.00 *STAKING 260D LF $ 1.00 $ 2,600.00 $1.00 $2,600.00 $1.00 $21600.00 TOTAL 2 84 8 $ 09 - 2 1 9 1 00. ................... ............................... .......... . ... $293,200.00 NO. EROSION QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL P REVEL OTHER AREAS RICE UNIT PRICE TOTAL PRICE SCE 9,000 Sy $0.35 $ 3,150.00 $0.60 $5,400.00 $0.80 $7,200.00 SILT FENCE 1 EA $1,200.00 $ 1,200.00 $2,300.00 $2,300.00 $800.00 $800.00 1,000 LF $1 .70 $ 1,700.00 $2.25 $2,250.00 $2.00 $2,000.00 TOTAL 050 9 $ ,950.0 1 $ 00 00. 00 GRAND TOTAL AL ALL ITEMS MS -- - _ - - - 9 $ 0 SS . 9 - O1 $3 50.0 - 0 >< 3$ 03,200.00 EXHIBIT V Page 1 of 4 T:bltl[ab PALOMA LAKE 1 of 3 16"WATERLINE BID TABULATION $Ii. .A$ULATLON Bid O .enin .10731/06 ll a:m:: . .. .. ..P.. g.. . Cash.Construetion t . .... ai I;xc Paio.ma:T;ake:Secfwns.l6... . ...::....:. Offsite:W.afer:Line A ustin I;ngineermg Capit avahon . ...... .. .1;0/3:1120.06:. .:. NO. WATER QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL I PRICE 16" DIP 250 2,600. LF $79.20 $205,920.00 $74.50 $193,700.00 $75.00 $195,000.00 16" GATE VALVE 3 EA $4,900.00 $14,700.00 $5,100.00 $15,300.00 $5,000.00 $15;000.00 FLUSH VALVE 1 EA $3,800.00 $3,800.00 $3,600.00 .$3,600.00 $3,000.00 $3,000.00 TRENCH SAFETY 2600 LF $0.50 $1,300.00 $1.00 $2,600.00 $0.25 $650.00 MASTER METER &VAULT 1 EA $60,000.00 $60,000.00 $70,000.00 $70,000.00 $80,000.00 $80,000.00 REPAIR/REPLACE DRIVES, PAVEMENT, FENCES, ETC. 1 LS $10,000.00 $10,000.00 $12,000.00 $12,000.00 $15,000.00 $15,000.00 *STAKING 2600 LF $1.00 $2,600.00 $1.00 $2,600.00 $1.00 $2,600.00 TOTAL L $311 $298,320.00 32 0. $299,800.00 250.00 NO. EROSION QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG OTHER AREAS 9,000 SY $0.40 $3,600.00 $0.60 $5,400.00 $1 .00 $9,000.00 SCE 1 EA $2,500.00 $2,500.00 $1,000.00 $1,000.00 $1 ,000.00 $1,000.00 SILT FENCE 1,000 LF $2.00 $2,000.00 $2.00 $2,000.00 $2.00 $2,000.00 .............. TOTAL $8,100.00 $8 400.00 .......... $12,000.00 GRAND TOTAL ALL ITEMS Wow: $306,420 . 0 2 $3081) 0 . 0 0 2 2 �33 50.00 T:DiCtab EXHIBIT V 2 of 3 Page 2 of 4 PALOMA LAKE SECTION 16" Offsite Water Line BID TABULATION SUMMARY SCHROEDER CONSTRUCTION WATER $ 284,809.00 EROSION $ 6,050.00 TOTAL $ 290,859.00 F.T. WOODS CONSTRUCTION WATER $ 291,100.00 EROSION $ 9,950.00 TOTAL $ 301,050.00. KEYSTONE CONSTRUCTION WATER $ 293,200.00 EROSION $ 10,000.00 TOTAL $ 303,200.00 CASH CONSTRUCTION WATER $ 298,320.00 EROSION $ 8,100.00 TOTAL $ 306,420.00 AUSTIN ENGINEERING WATER $ 299,800.00 EROSION $ 8,400.00 TOTAL $ 308,200.00 CAPITAL EXCAVATION SECTION IA $ 31.1,250.00 SECTION 113 $ 12,000.00 TOTAL $ 323,250.00 •► le OFOr T ,R. B.RENT JOKES fl : 92671 <�n �jo'•.�i NALS EXHIBIT V Page 3 of 4 3 Of 3 RA.NDALL JONES ENGINEERING, INC. Engineering Consultants/Planners/Surveyors November 13, 2006 Paloma Lake MUD#1 and MUD, #2 Board of Directors c/o Sam Jones Consulting, Inc: 101-B East St. Hutto, TX 78634 RE: Paloma Lake 16" Water Line — Water and Erosion Control Improvements RJE Job# 1422 To Whom It May Concern, Sealed bids were received and opened for the above referenced project on Tuesday, October 31, 2006 at the office of Randall Jones Engineering, Inc. A copy of the bid tabulation is attached for the six (6) bids received. This firm has reviewed the bids submitted, and Randall Jones Engineering, Inc. recommends that the Board of Directors award the contract to Schroeder Construction Company, Ltd., in the total amount of $290,859.00. It is this office's opinion that Schroeder Construction Company, Ltd. is a responsible contractor that can be expected to properly complete this project on behalf of the Districts. If you have any questions or require additional information, please call. s of '•• s e Very truly yours, c * °r _ R. BRENT JONES o .............92671......................:........92671......,,��¢` O.�'•.!� O. '� . R. Brent Jones, P.E. '0 � ONAL E►f( )130� CC: Amy Frederick, P.E. / Blake Magee Company Bobby Schroeder / Schroeder Construction Company Patricia Reeh / TCEQ Region Office 11 7:recommen EXHIBIT V Page 4 of 4 1212 E. Braker Lane Austin, Texas 78753 • 512/ 836-4793 • FAX 512/ 836-4817 SIB T TI01�oo C01 PARi�ON t3F P T Wnc�ds Cvnstruct��n _.. 12"WATER PH IA(Internal) QUANT UNIT UNIT PRICE TOTAL PRICE 12" PVC-900 1,890 LF $47.00 $88,830.00 12" GATE VALVE 12 EA $1,400.00 $16.800.00 Sub-total $105,630.00 12"WATER PH IA(CR122) 121PVC-900 555 LF $47.00 $26,085.00 12" GATE VALVE 2 EA $1,400.00 $2.800.00 Sub-total $28,885.00 TOTAL 12"WATER $134,515.00 16"WATER PH 1A(Internal) QUANT UNIT UNIT PRICE TOTAL PRICE 16" PVC-900 1,890 LF $64.00 $120,960.00 16" GATE VALVE 12 EA $4,000.00 $48.000.00 Sub-total $168,960.00 16"WATER PH lA(CR122) 16" PVC-900 555 LF $64.00 $35,520.00 16" GATE VALVE 2 EA $4,000.00 $8,000.00 Sub-total $43,520.00 TOTAL 16"WATER $212,480.00 CITY'S COST SHARE $77,965.00 ENGINEERING FEE 8.0% $6,237.20 INSPECTION FEE 1.5% $1,169.48 CITY'S TOTAL COST 1 $859371.68 EXHIBIT W Page 1 of 19 BID TAB ATI©N:-Bid Openu 1D/31D�10a.m F T: Words Coristru�co chr S oeder Contruon J Ir Evan Palom Lake Sect�orts 1A,1B,+& i;Ul�l/ #C<06 5T EXCAVATION&DRAINAGE 1A NO. (Internal) QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE STREET EXCAVATION 16,691 SY $1.65 $27,540.15 $2.10 $35,051.10 $2.15 $35,885.65 18"RCP 1,107 LF $40.00 $44,280.00 $34.89 $38,623.23 $56.00 $61,992.00 24" RCP 118 LF $48.00 $5,664.00 $50.61 $5,971.98 $66.00 $7,788.00 30"RCP 787 LF $60.00 $47,220.00 $60.08 $47,282.96 $76.00 $59,812.00 30"RCP(Class IV) 118 LF $64.00 $7,552.00 $62.50 $7,375.00 $80.00 $9,440.00 36"RCP 200 LF $80.00 $16,000.00 $77.69 $15,538.00 $96.00 $19,200.00 60" RCP 718 LF $182.00 $130,676.00 $174.23 $125,097.14 $211.00 $151,498.00 30"HEADWALLS 1 EA $1,900.00 $1,900.00 $3,600.00 $3,600.00 $1,425.00 $1,425.00 60"HEADWALLS 1 EA $5,000.00 $5,000.00 $7,000.00 $7,000.00 $3,500.00 $3,500.00 INLETS 10-FOOT 17 EA $2,900.00 $49,300.00 $3,050.00 $51,850.00 $3,300.00 $56,100.00 GRADE TO DRAIN 100 LF $15.00 $1,500.00 $30.00 $3,000.00 $5.00 $500.00 TEMPORARY BERMS 2 EA $900.00 $1,800.00 $1,000.00 $2,000.00 $750.00 $1,500.00 STEEL-SLEEVES(CROSSINGSUNDER 42"AND LARGER) 2 EA $9,500.00 $19,000.00 $2,215.00 $4,430.00 $1,000.00 $2,000.00 STORM SEWER MANHOLES 2 EA $2,900.00 $5,800.00 $3,215.00 $6,430.00 $4,000.00 $8,000.00 JUNCTION BOXES 5 EA $4,900.00 $24,500.00 $6,400.00 $32,000.00 $5,800.00 $29,000.00 TRENCH SAFETY 3,048 LF $1.00 $3,048.00 $0.75 $2,286.00 $1.00 $3,048.00 ON-SITE SPREADING TRID COMPACTION-OF SPOILS 1 LS $14,000.00 $14,000.00 $23,600.00 $23,600.00 $20,000.00 $20,000.00 STAKING 3,048 LF $1.00 $3,048.00 $1.00 $3,048.00 $1.00 $3,048.00 STAKINGHOUGH CUT/EXCAVA71ON * COMPLETED 1 LS $4,333.00 $4,333.00 $4,333.00 $4,333.00 $4,333.00 $4,333.00 :i.{+}:•;?......:uv}nN?{ii:Ji: "Y:::.......%ivn•....} :vv%t:px;vv_ry{;;vl\\•.:.:.-:.?�::i1.-:•4.i?:f•1:::vi'• ifs'i+:i-::ti YA?:it F. :i-?h.... viAvv::::.:-.:;nvr•.v:.v:.?.^?'--.. TOTAL =� �:.. k,.�.:,..,:><?:ii?.,:.:�.,,,..�,-:i.:ii $418,516.41 X�<?--' 412 .amu:.: xi:.;v:::..r $ 161.15 x r:?v.??:s=.i .._.:....- :..t-:v:..vQJ.vi-?:::_:r.............::.�:::r •:?.ii-:iv�:�• � i%�C•.r•,?�'i}iiv ?:,�:,�•:C?i::f� Y.illl/.;:.:W:-v:: ,. _ $478,069.65 BIi1 ATI TUL ► Bi fl. N .._. d.. envs >1 3 .ID6. D D/ .L..._...l...a.�m. T ::Wo . ..:::P .......g. ..... . _ ...... ........ ......_., -_ods. +�xtrurr�o ehr ,.8 ...boder.Con�slrt�elton:;;;_ P alcrma: < : <: Lake::Seet�c�ns::I g p3 ALTERNATE ITEM T:bidtab 1 of 21 EXHIBIT W Page 2 of 19 DISPOSAL OF EXCESS MATERIAL OFFSITE 1 LS $26,500.00 $26,500.00 $156,000.00 $156,000.00 $50,000.00 $50,000.00 NO. WATER IA(Internal) QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC-900 3,100 LF $31.00 $96,100.00 $33.60 $104,160.00 $38.00 $117,800.00 12"PVC-900 530 LF $47.00 $24,910.00 $58.00 $30,740.00 $46.00 $24,380.00 16"PVC-900 1,890 LF $64.00 $120,960.00 $78.51 $148,383.90 $61.00 $115,290.00 51/4" FIRE HYDRANT 11 EA $2,700.00 $29,700.00 $3,295.00 $36,245.00 $3,300.00 $36,300.00 8"GATE VALVE 16 EA $850.00 $13,600.00 $876.00 $14,016.00 $1,175.00 $18,800.00 12"GATE VALVE 1 EA $1,400.00 $1,400.00 $1,437.00 $1,437.00 $1,950.00 $1,950.00 16"GATE VALVE 12 EA $4,000.00 $48,000.00 $3,931.00 $47,172.00 $5,100.00 $61,200.00 DOUBLE SERVICE 23 EA $975.00 $22,425.00 $980.00 $22,540.00 $1,275.00 $29,325.00 SINGLE SERVICE 4 EA $850.00 $3,400.00 $945.00 $3,780.00 $1,150.00 $4,600.00 WET CONNECTION 2 EA $750.00 $1,500.00 $1,000.00 $2,000.00 $400.00 $800.00 MASTER METER W/l;ACKF 0-W PREVEWER AND VAULT 2 EA $40,000.00 $80,000.00 $78,320.00 $156,640.00 $26,615.00 $537230.00 ADJUST VALVE CASTINGS 29 EA $250.00 $7,250.00 $210.00 $6,090.00 $225.00 $6,525.00 PAVEMENT REPAIR 1 LS $2,500.00 $2,500.00 $4,000.00 $4,000.00 $1,700.00 $1,700.00 TRENCH SAFETY 5,520 LF $1.00 $5,520.00 $0.50 $2,760.00 $1.00 $5,520.00 IRRIGATION SLEEVES 3 EA $750.00 $2,250.00 $978.00 $2,934.00 $500.00 $1,500.00 CONCRETE ENCASEMENT 1 LS $2,500.00 $2,500.00 $100.00 $100.00 $1,200.00 $1,200.00 STAKING 2,420 LF $1.00 $2,420.00 $1.00 $2,420.00 $1.00 $2,420.00 TOTALt.:.,.:,v::s;;.,t: 'h\ttt.Hfiy i;r: ::lrv}}::/•Uii�}v:•: t:.n:r.{:iNJ•{v.n--::•.v .+::ilt4.rt... :?.R:?.tJ??::?-v-. iifiCiO:.{iS:::{}{?iY_$} it}:J-y??:•; rt?: };_,: t:<::_3:t:::: �-- �:<.:::,.. �•::.: $ 64,4350 - ,:. ..x : v r ..v h ;:.. 4:: :���::v-> 482,540 00 }�TA�'I�}1� .B�d. Q enn -:1 :3;./0610 <: .T Woacls. brstru: . .. .seder Cnnstr cti < - _ _ . �, on Palem <:: a:Lake.Se€ttons<: vans _Ill 3 1 �ll�b NO. WASTEWATER lAInternal ( ) QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC SDR26 0-8 240 LF $31.00 $7,440.00 $26.48 $6,355.20 $42.00 $10,080.00 8"PVC SDR26 8-10 2,566 LF $34.00 $87,244.00 $29.31 $75,209.46 $44.00 $112,904.00 8"PVC SDR26 10-12 120 LF $40.00 $4,800.00 $32.66 $3,919.20 $46.00 $5,520.00 T:bicbb 2of21 EXHIBIT W Page 3 of 19 8"PVC SDR26 12-14 162 LF $47.00 $7,614.00 $37.54 $6,081.48 $48.00 $7,776.00 DOUBLE SERVICE 32 EA $1,200.00 $38,400.00 $800.00 $25,600.00 $1,225.00 $39,200.00 SINGLE SERVICE 5 EA $1,000.00 $5,000.00 $641.00 $3,205.00 $1,225.00 $6,125.00 TRENCH SAFETY 3,088 LF $1.00 $3,088.00 $1.00 $3,088.00 $1.25 $3,860.00 MANHOLES(STANDARD) 13 EA $3,000.00 $39,000.00 $4,123.00 $53,599.00 $3,200.00 $41,600.00 EXTRA DEPTH MANHOLES 15 VLF $400.00 $6,000.00 $1.00 $15.00 $325.00 $4,875.00 STAKING 3,088 LF $1.00 $3,088.00 $1.00 $3,088.00 $1.00 $3,088.00 ij}0?{i r. :z{_ti}}:'?i"i::'i-':siti::y}iii::"isi/.tiff:'-:j:'.'it:�rr'.•};{{'i:v r{Yr.-::.iiv tiL :•tiY.•:} .v Y.. rirr{fi:v-a::/:1....-.: YJx- {:N:r."Sri: ifi:{:}tiiii-'�': TOTAL . ,w.,::<:::.:. x{fifi:h.::�,: �::xs};{;:::;{<:,;:�.}::•:w.; ii N•.n r :::-J%:%?..v r..v%}}%{r.. Jiit }jj A?' i{:'.::viir{•yixrh:.�yi.?:h4 }'i}ir$Yn{{{i?iu'.vv::iin_--{{ ::Y.{{{iis..:r.W%}:i?}`:• :xYsi{v{::..fir{•}:h:- :r \.fi%+h $201,674.00 :.:{<v:/H:{{{:{:?_Yi.'{:T.h $180160.34 .v:.�ri{:}%�;ti;{ti.{.ti} -< ; _�?r � $235 028.00 :{er nco±e:�{{?nxs•.cam'•.-iw,w sxi :$ti{s•%:G`c}:'-fri^''t -'-vt.,,.-.ag ,v :v'lfi:4i{Af{F-;?{.?i .fi. .+st'�-. i..*.{��`W:Gi:.i+T{:i :.: •n- {• --}�TiY+t -r..%xr. fi_:i_3iiCii�:v%?i:v'..Utiti :MN1f•.r?�•.}:� �Si#i6. ..•.v:{iii�sM�lir{Ay.??{-h.{r... .........r. w::ld}:i{M..yttnJ. :::: ::1 58t ' hv::S::_Y.:. :�{rr{n:4.v.:,CxW}/.4r•.{:�:vv}:{.rn\r {....:x. .. {tiyi{v:'.Y.•::}iYirxv.Myii{:::h?:}:v 3.:h.�Y. NO. EROSION lA(Internal) QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 61035 SY $0.60 $ 3,621.00 $1.25 $7,543.75 $0.40 $2,414.00 REVEG OTHER AREAS 4,750 SY $0.60 $ 2,850.00 $0.75 $3,562.50 $0.40 $1,900.00 1 LS $2,662.00 $2,662.00 $2,662.00 $2,662.00 $2,662.00 $2,662.00 STAKING SILT FENCE ALREADY COMPLETED .{fi:fi:fi}::�.•.f:.::-:.::.:.::- :%'{'rir{:x{}y J x?{{pyv rn •}: \{�:•}:-.- .: .{v }rXn. y::%ti :.-•}Yr- TOTAL ':K ;;�o:.~�:,�}y �:«:>v:, �.%5,.�:�.�:{..-�:}:.,}:c .,�,,;: .;�:{ ��i::: N:«---• i.{{fi�.?x} �::<:�..{fi::?s,y::n:. : n.}ivh{{:.s: N. }tii;.....:v yyx:3 iNA.:{y.i-riM�.i:: w.: Yi{94 $9 133.00 V �:- =::<......:;y ;�: �• ��> ��<>�<-Ak=�}:� � �,:���:s�N ::�:;<;;.,�:�. $13 768.25 ,N.><:..fix..:�. ,.: ; <- n:.�., 'bf 'tii+4.v::H -. "{•- �%U v.}SWk '•}r-r:r y_y?i :$Y:}-�.~ :iti li}'/.:1s'�ri.4hii:_ 7 K?Lt�:K OCCMti.. rxv-fiY��.--rx.-'��r�Y-• :{fi.{{ -.5r[ri '%h {{.:{{M� YI,A3�3�n{ihH Fti�:}. --fifi'5...??x :{. :Fs-%b'}Yrtk:?66C4 -il ?i... :Oy/,4%:i{�xGi\'{tS•i{ �q{{fiY-:Hi >^C rvvN}}/��•::��%v��{�:�.}��}��yj( _ .. Y/ii;A�ry,.e{.r�{�' ,t{i 'th OY.fi i �it .}N-. �r'l�ti}if!/�.tr �r+?�}%r i.::.{:i tiiCi %am,iaaw,{t:.� +'xc'!':°_'ri�coa +e#a'i."�aa}xfi'-r:4iu...'c'-: :.:j mx•.v,�:ii,:i,'n.'�,+'r:wta .;�? .i[ {2tfi}:fii:}}K:::}:{} �--i:]5tfi4'+r..{-•-- �+{{?':::%}%v/`.ir%{ .}1'�{i: %-••:itir?}'iW �a`:'i\S•++:s�}~:ijt u.... ���y5 �:?M�M. :??iir:-0Gr1rc?tTiiY.0{{�� �Wii�I.% � :n'Y.C4ty iiM}.v�': 6y?Gt{O:{K�-}i• iiN fiJC ?{ vi.COp 'J+1�v: - v:•Y.{-yin%-y%fyi%{{::rf..•fiv.?i 3- •{'C'•�•}-?•,{•p•-•••? ?SiA��[/{ +fa/ii#fiM•Wii}CC{C[:ii�?J}::{firAi: {�::'h j..�:2-. -v'A{SN {•Y:tAtfilC{•};+Gth,+}::{n•{�i4i•'•:. :?\'Oi}}:?vG{�i�:{::{l rt:hh'~}S�.t{Mtiviir.{`r�°myc. '' ,aht{�mch-Y��zxci'�n`c{ a"r7.w ��+?.N viii �-:xNrf{•:Mw�::;f:;# 'i�ti }Yi.{•:v{�:,`s•?{x:J.v:vp_3:x y-0C:h.-r i{{{{ r{(i iiN.W{:t{xti}r%%}. m.4k:•'fs.-�+�:•}v 4 M{'y{1 Vii:Af({•:%i'yiw.%v.\K G xoaa ttc}_riiyGf':iy c{fi} RAND TOTAL ALL ITEMScaa. ::nom:`•:{?{:h:-{r GRADE TO DRAIN 350 LF $12.00 $4,200.00 $20.00 $7,000.00 $5.00 $1,750.00 JUNCTION BOXES 2 EA $4,900.00 $9,800.00 $7,458.00 $14,916.00 $5,800.00 $11,600.00 CONCRETE SLOPE PAVING 1 LS $7,000.00 $7,000.00 $12,900.00 $12,900.00 $12,699.00 $12,699.00 (CROSSINGS UNDER 42"-APU- LARGER) 1 EA $8,000.00 $8,000.00 $1.00 $1.00 $1,000.00 $1,000.00 TURF REINFORCEMENT 1 LS $1,200.00 $1,200.00 $1,880.00 $1,880.00 $2,500.00 $2,500.00 TRENCH SAFETY 925 LF $1.00 $925.00 $2.00 $1,850.00 $1.00 $925.00 COMPACTION OF SPOILS 1 LS $4,200.00 $4,200.00 $8,200.00 $8,200.00 $7,000.00 $7,000.00 STAKING 925 LF $1.00 $925.00 $1.00 $925.00 $1.00 $925.00 .=:�.i.:3ff,fA�e:ih;.�:F;.,:..h�,Yrx,.:�>:::;_..;N{v.:.>;}a;?.h;h;.:<:>�:<}:h}.:v.<__h;.vu_:th.,.h::�.n.v.::._-}yi:A::�".4,�::?{v,:-;3.�3�;0::6:�,nr;'::?<W�t;�.i..:�:?�r•-•v:;iY3.v,,:n ti >h<,;A::{,�{::;:,h�?}�..k::.�:Y:.�:.�:�:::<•-:•. $180,341.37TAL $168,761.9 $196,416.00 � mtthvv::vv""}h ",v}iYv."xYf AWvA.... i}f,+.+{•/:U.AA-. YM .`;•f.•xx.:f.•:_•,:{.mo?„•tc{h}:a ,u:-{.;::3ar..:s,,, 3;c:Y{; •,::uhW.S;:+.i•+;4YrOt{h:.:{;.:i*?iA{;fih _=� l�O �{.rs{(;OWS-":vAJhp_4:. :h�thxcl}}hA•h+s�tati:rw:t{:.,c{�^�v,,.:taa;,h..: �v{y .wffu:¢::x;:n_,..�h;;c^r. =:ii}Y;_.?,{W..M{;hi00i.}}ihr}i{i?N.l;:.:AY-:'?w:.{�{:{-�'.1�3.{h:C s.,'";h.:J)i-iS'Y ::th {�n�••"xv'3h+L-0W:it}^Giv -""'+Or rYfM}-v{t.�..•T}y,..fr .._ ..., _ .. :.:t..cfi;,.:;r.}�.'`.•h;.,. ...n:•.:.:h:1 n:i}«;n-h;;a,Yv.:,:':.;u•..;x.:.}!},'°w•'• . ALTERNATE ITEM DISPOSAL OF EXCESS MATERIAL OFFSITE 1 LS $9,000.00 $9,000.00 $54,000.00 $54,000.00 $13,000.00 $13,000.00 ' AI�LATI01'f B - 1 .Q . n 1€1/31IQ .la.m.....;; :::..g ,T ....ods.0 _. W .. oruci�on ;;: Schrede ;;. Q _- . : : P� _..:... ,..: C:Exp Like.$�ecttc>ns I ,1 1 Q131/;��i6 ;; WATER IA(CR122) QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE... 12"PVC-900 90 LF $47.00 $4,230.00 $68.35 $6,151.50 $46.00 $4,140.00 16"PVC-900 555 LF $64.00 $35,520.00 $54.69 $30,352.95 $61.00 $33,855.00 5 1/4" FIRE HYDRANT 1 EA $2,700.00 $2,700.00 $3,536.00 $3,536.00 $3,300.00 $3,300.00 12"GATE VALVE 1 EA $1,400.00 $1,400.00 $1,437.00 $1,437.00 $1,950.00 $1,950.00 16"GATE VALVE ADJUST VALVE CASTING 3 EA $250.00 $750.00 $210.00 $630.00 $225.00 $675.00 TRENCH SAFETY 645 LF $1.00 $645.00 $0.50 $322.50 $1.00 $645.00 IRRIGATION SLEEVES 1 EA $750.00 $750.00 $1,000.00 $1,000.00 $500.00 $500.00 CONCRETE ENCASEMENT 1 LS $2,500.00 $2,500.00 $100.00 $100.00 $800.00 $800.00 T:bidtab EXHIBIT W 4 of 21 Page 5 of 19 STAKING 645 LF $1.00 $645.00 $1.00 $645.00 $1.00 $645.00 TOTAL ::,..:,.:::.:,... . :: } ";;:,::}%J:�:•:i;:::,:%x}i•i:::e•:x ;zq;J ,.:f:;}::?-;.-:x.:t::i. - rrt.::.::: •n:J. .fv. ''v''iiJ{?{.- f.,f-...v.?:iv{•: $5714 •-•--::::.:.,.:::f._. ...,C.../{-::}•.vJ} 0.00 r'::i{!•�v. -i.r.;Y::.:3 n.3ftii{:;:ti n::•.v:F:::: fR:+n.:':•:J'r,'r. x{V:C-::q::ii'•.q.Yf : i :•:v{+:4{iYiy%`v{n , {ii}... A.s}}.'vi..4.i Yq:,'{4:- •;{:?trf;fi:{qi• v'.:i:: {� ..�: .q :i}.;.. = :i:}{. {:f <.,�}•}{h.}; $52,036.95 ti Yf+.�v�h��"�.{vs -{•+f{•v/+.i'!n4}{lf..Y'- f JC.Y--Hf{ f $56 710.00 ;5}aoM--''�ccf; x+' .�. r'°°°,fi.{}f:�+c:`•f •�'ur�.r�.}.fn„ff{ir yN�f{:}:-�'f..� •t{•Shiv�v%G•.:fi{:sC:i+h}•?y�in�{:•{ � -'•x:}:.{i-. fkft{i- �t{q.. j �sCv\•y./f.ii�{:i \-ri4?:ff.::f.Af3%?L}'r-f Sim vs1'- �{'f�}' Sf kM.%rr�L-,••y v-•iii; NO. :... .,,�:... v><,.%...� EROSION lA CR122 ) QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TO REVEG ROW 1,516 SY $0.60 $909.60 $1.50 TAL PRICE REVEG OTHER AREAS $2,274.00 $0.40 $606.40 ROCK BERM 1,500 SY $0.60 $900.00 $0.75 $1,125.00 $0.40 $600.00 25 LF $28.00 $700.00 $20.00 $500.00 $25.00 $625.00 TOTAL :.z{-'-J:-}fiv :}v.�v' fiC{iii? f4:ssiii}3{.f.{vJC:1ii{}::+kv�iti::Sri.{ii::{-'-iti::Ji;--^Ci�f•.K:f••%.:.{-M.::vl rr�{gv:M{~\{4:-0v}};rvv{ $2509.60 <X .> :JK: f%q?: ? <A:{{,,:t%{.kq <..m:}.• .:`Sxo`,-:;cJ%4�•,••;x,ecn6:;x::;<i?:iiwhy:- {ac{:�e:._M:;:..,x::�i ;r iz - , .yca....a;y $3,899.00 ff-f_'.r:�OOAiCl.ti•S{�:i.'/j-.-_3..i-�}f.t'.t-0iG`�v+P:r'YvlfUx:._.-}+�.-•-+.::}},SGC{{-:�.+s;iX.,+lW}v1i:v_•_•f'.,.}•.°-.xY�:_•:=v�.ff,Mwp'v,?�i'�r�f,]lC-p.•:.-:r_.{fv.t._:.uYr+ft�R, �q \ .y.�.vM{.}.+}•-.'.-...�, .ww-�-0-4'c.W{:'{{l,+.g+A-,%G{]fvX,}-'.!i}'CY{{tf=.}+B:�fiL^.ci,{,.}.{�.n.. ;MM`i.�.¢v.::•_.'>;�:•- � $1,831.40 x.uWu n~ M -- i..... .% •{4 =Y'G,•�C .{Ok:-�,..s:J3v" ::eC{f�gj/.:... .�;j}.tiiS�GG :.YAG+.'.0 3GSC• .{{fivvi-• {{4 :Gly L�/.'C �%9Lv e$ ?�AG� ' GRANDTOTAL ALL ITEMS ,�,��:; .-��. •�,�„ #�, •: f ,�ren: •��•.' •• t}'�q''�,,-jf:{.5:. x:n'�?�_�.v• 3Y+ •= . � •jtAGdOGK� �ri4Y.PC{:'�:� •{'•'�.--A--!/ .- ..i-%q, ?'•'• :i}G.vf.{:CAiG,}�•. HAK j:+t.;+i,,#i:,:fMhdNixtl 4%.SPG.-f:,%:f0.r'�%xG{ H2OG+'OGY f{++G:LC:--.-:.= y M.: .q{L]G]i J ,r,�... :W4.i .-• .�=:•��: � f ��' iffiC::..-JA}.'-N.C..:{q:- f. .{x54{}{4ISGc..{:w}Y.. sfAr{:�,�. s{?fn':fv�,: .YKq:-.:is} .:{G:{Y f• .{'GYA.v�aGA.-yr:W.+i:%f�HSi? y-�;l��C.�tSie'YR:iAG:�!?i::?1�':•}.::-AYh.YaGi:„ :.��� $228 411.55 -.q:.:WY`'ff.-RLtq:iWn,:.n:.�. :. .::^=.��,}mS4g%Ga.a..fx:.�%+,dfi}GC%.PAi{�t4,.4�Mq>/.'G,q;;Nhy-;':�{,%u;%:%xu�-::t::;A,y�f;.3:.�y{.�{J{.4•;}{.,,;i{v�:•-f{fC;�Mf:}^.,o:G�S?{ti�3.}}%��vov:v..-•-w$i�;4�:\:{x\;-,--.v -..{.::�:}v.{.cv\-.-:-{G.b.�v%:,i-:--{., •:,+{xi.'+l ..i\'Jr'f-'}fy.�M.hi.v,i.J,:��:,f:���3:�Cq.f;qrv?fa}v+Yh{x:>nv�i-}f.M�%�S�d{:AF:;n..,J>ti.::{f�.{��G:rx.,:?..�'. $236 77.32e%,.-ii'SfYt:i GG+riAi:.?{.iC-::�.\.{cn hx=,a'�PYv`-•�if-��S-M+:tA�q{Yg}h'i�.fJJ{.-t�{f{NQ$J.-%Ch1,c'+K:.f:i?}.xS..�3::.-':?n.:e:i.]. •.vYfCA.G} -.. $254 ?ii..... y iB957.40 ;.. >: c�at'oede�r�o Paiam » cap .. a La .e.;Secizr�n J Gns: : p . NO. ST EXCAVATION&DRAINAGE1B QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL STREET EXCAVATION PRICE 14,885 SY $1.00 $14,885.00 $1.91 $28,430.35 $2.15 $32,002.75 18"RCP 30"RCP 973 LF $40.00 $38,920.00 $34.23 $33,305.79 $54.00 $52,542.00 48"RCP 210 LF $60.00 $12,600.00 $68.73 $14,433.30 $76.00 $15,960.00 598 LF $125.00 $74,750.00 $116.28 $69,535.44- NL RCP FOOT 76 LF $182.00 $13,832.00 $210.00 $15,960.00 $2118.00 $18 ISEWER MANHOLES 6,036.00 STORM INLETS 11 EA $2,900.00 $31,900.00 $3,050.00 $33,550.00 $3,300.00 $36,300.00 JUNCTION BOXES 1 EA $2,900.00 $2,900.00 $2,882.00 $2,882.00 $4,000.00 $4,000.00 STEEL SLEEVES(CROSSIIMS 4 2 EA ,900.00 9,800.00 ,700.00 9,400.00 ,8Q LARGER) 1 _ 1 EA $8,500.00 $8,500.00 $1,500.00 $1,500.00 $1,000.00 $1,000.00 TONSITE SPREADINGRENCH SAFETY 1,857.1-F $1.00 $1,857.00 $0.75 $1,392.75 $1.00 $1,857.00 C SPOILS 1 Ls $29,000.00 $29,000.00 $18,900.00 $18,900.00 $5,000.00 $5,000.00 T:bidtab EXHIBIT W 5 of 21 Page 6 of 19 STAKING 1,857 LF $1.00 $1,857.00 $1.00 $1,857.00 $1.00 $15857.00 TOTAL ::_«.::•;.}-:::::::;}r::; : :ii.\+{,Lr:l::i3 i:-}/..:.}X.r}}'-}?Y::.Yna:?r{ni:{a..-{N n?.::v'.'/:.{::.}:iX{:•:aX: vti::ice.::-ii: ...{M:i.{...v::'?-X•i•..-.n:?:?..:X-iriiv..{x.:::{$:{-:v'r :Rh4:nv.::Y }:}•}i:-::::}t ti?ice?. a_j'::.{::}•:::.-•:':-::i:r $240 801.00 :.� .;:: :.t.. .::,{.n_:,:.;: nY:•n s. r :::}Mi.�irhv.•}':%.ii s3.{}i'iiv?:i':3%{:i.-4 f Ji Y3:;. , f:.{anv{': {?{} .{C.pt/.'.::vi:.v.3.v.,.i.{.�.1.�•.i::vi::xnv:is : -f.Xx?{yha-:X`::i#.w--xX<s><>:�•�: $231 146.63 � ,X{,.�{�hn. --� qy -'�.x�.}-:<:,.�{_�:�X- •.�; J}M: :.{?v.-}'•i nA{{x�v�'.N��?.••�h.-}.aY,:':".i+OxYn'vA:jl,.Olvt.-rfiPJA' -'�:W.:.•.�{ 3v ••. {:{�iv •i� v X1:4'-.�.. •:M•}2KMvi v{f / -$+/N! v?nsrt i .ixN ••.A.1,{S?{y:?3- ?ti"wt•X?a:v..in.:M..::i..? 'v.•:..-{ :�.. �3•-{ %uy y..-{..:{4:X•'+S'�>.+A�C��J fii '+y•_.:YNS vy:}W:{v}Y{n}x'.S :M%�i�k -. :..•.- %h'{KM v}}G'n.a}:•}:fA:ri:}l.•X•{{{{a{•-}"3•}+:. "..a:i3AA�ny:•:4.'-%a:�?•�-3,.*{�:,,,.'�a:.-{3{q�:f �aFi'r•{`<itf:�. .. {{•:f?�l..a.. J}G.X{�•`"•--'-+'aY� r}. n:�.���f-+!/.•}:i{��}. rif Ftp.+}{{�?:I -•M^�.nv. }OG4{:ih. _. :_:n xaM• a... i+fnv}•ii dt�.:ays{?;<; i3.v+.Y'�. '•''�'n fi}�v':i::-rn ..::: a:C:?._nvv:i/::v:?:.:: :a'iv:.{?fA-:13N? Y{.i}}{Y?i s_::: :nv'+v.?•:{aN:x_.: +4 y..' -'nY{-LF. n •"3' >. STAKING ITEM -:-<;�V:.•,-:�t-{-;�:;:n::,:f=�::t:; v�:;r<:;.,n:::X�y<:.t:;}:<::.�}::•::;: DISPOSAL OF EXCESS MATERIAL OFFSITE 1 LS $38,000.00 $38,000.00 $126,000.00 $126,000.00 $53,000.00 $53,000.00 ::J= - BID 1AB PION II�cI Openg 10/31/0611a.m F T Wnv is Co'> 77777777777777 nstrucfaaft �cl�roed r. >: <.> _ ma.Lake.Seep >10 ; 13 11006 :; NO. WATER IB 8"PVC QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 51/4"FIRE HYDRANT 1,460 LF $ 31.00 $45,260.00 $27.78 $40,558.80 $38.00 $55,480.00 RE 4 EA $ 2,700.00 $10,800.00 $3,172.00 $12,688.00 $3,300.00 DOUBLE SERVICE $137200.00 24 EA $ 975.00 $23,400.00 $1,036.00 $24,864.00 $1,275.00 $30,600.00 ,0 . .00 WET CONNECTION 4 EA $ 750.00 $30000 $800 TRENCH SAFETY $3,200.00 $400.00 $1,600.00 - 1,460 LF $ 1.00 $1,460.00 $0.50 $730.00 $1.00 $1,460.00 TOTAL ::':h:::::::s :_.: s Y:}«? A;r><: :sw->:<s<:::-{:<; ?yr{;{v%-h{'{{C:iri:}:s. .i{yxia}}ya}}.?i i•.i}:ivt:.}-:yi."ixi:X.}{hr:i " >i: .}yx?•���:aY::-.{{;}}`.s;yii:::};;cs:.j{:.;r.{.. xi-_:.c::-.�{}:v}X}}3-:h.}:}?:x.- ::ry:{.i:..'.r3f.3..:.a}- .:.af•::•.v:?{xr ':::i..S.'-?.Xai.{{.:::,_.::.}r:.xic:.a�::: ' }:•.:•:-:::.:::.>i.t?{: - --- $83,9 20.00 a.X•r::•r;i{::::^.{-nnfa{?•nna...?- {-.ax_.}{ax:::-.?}if•; r�'.•-:Yr:Xt ii:/n.+•it:t•}:i:::{{F.nia:}}i x.X:r ri:.a}}{Mhi{4{vial.v r:::{- .jXt:v:{n}i{{;:ins.:v{{f{'fi{3n v ........,:ALvv{M?X�f{_ii i:':'.+1:•n vC{yi:+4v:i'v?i4{tiw.v.�tN._}F•iit:fi AYE'Af}::.}•?}}.:i{{yi:Jf-v{iy#ii •vaY.X3Mv.b.i}'?.:{a: I3.: $82,040.80 {"i.;i.0.}X }}%ir{:n?Jii}::-+vv{ii{A.. �•„ ,� . {:.... �fXh- $102,340.00 Y H+i{{aX}3\Y.i iW -vYieC:vJC?vf?"-n .a i {Y:}?✓,J �{ +t{{;.av:ii v} M'A:�Xv✓{!•:.�•�[{a"fX�f v.: Xv Y3 •�lfas{%?i:?Y XWF3.-0G4{3.•.Y;-¢�{: Y X{�}!F 4v.::: i: NO. WASTEWATER 1B � QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE x TOTAL PRICE 8"PVC SDR26 0-8 845 LF $31.00 $26,195.00 $25.01 $21,133.45 8" C s 2 - $42.00 $35,490.00 DOUBLE SERVICE 785 , 25 EA $1,200.00 $30,000.00 $830.00 $20,750.00 $1,225.00 $30,625.00 ------$44-.00- SINGLE SERVICE 1 EA $1,000.00 $1,000.00 $800.00 TRENCH SAFETY $800.00 $1,225.00 $1,225.00 1,630 LF $1.00 $1,630.00 $1.00 $1,630.00 $1.25 $2,037.50 MANHOLES s EA $2,400.00 $14,400.00 $3,845.00 $23,070.00 $3,200.00 $19,200.00 T:bidtab EXHIBIT W 6 of 21 Page 7 of 19 STAKING 1,630 LF $1.00 $1,630.00 $1.00 $1,630.00 $1.00 $1,630.00 h.x//.r}x:' - r•:- •.vt.:.::,c xt�cyrtwu:;;.?-{:.vxuf- i}r. �}^f{V:v;.{-:s-'-�=Yl�. TOT :{??: rfi^ �/ :f:" fNi.. xr.}r{::%n.•ti>il v}'vSt?TJnfF:':.v-". �'-}•'�-:iti±:hti:�v:'S$w xY:IXSivii?ttii-%in?iKv��\}:�#J.-'{�r�i>r :.v}..•i::.i fJ4s�r�'.irf.-:-•:'•i'::::K:th:f.{.. $v :vh. f.{.. is f.::Y_h �u •✓..v. %{?{i.{:>:::•%-x:,S•�.'{?i:u--h.?•. ir:l:vi.�fil::.i,.{:.}{{::rtx}-W.I...}}•]W. {::i?$'•%itv ;:viivr:tti.:{fi:•,.•:x}tti:rf..v- :]✓-:"::}-i:i:-J.'•.{.:vJ:�ti:.ytr{�i{�::>.Y.•r}v .'fi_rt• -ir::vv F.J{v�i :f..; }:sfi::{..vu:..J..•. :i'.f•.r�»%•i-+✓.•i:?-:•.x�vl::fii{ '>J•h:•} ::�u%.<:,>>N}�.x? :. •:t:�.:fi;{t:fi:,{..:.h..h :�}.,}}>.i. 45.00 '=• $90 875.70 -- .........:....... } vi:xc}{.,:::,:f...: ffo.. r+. .}.:.tx�,x.:%'.c} fix,;.• > >•x.�${<> 124,747.50 NO. EROSION IB 7QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW UNIT PRICE TOTAL PRICE 4,800 sY $0.60 $2,880.00 $1.50 $7,200.00 $0.40 scE 1 EA $2,800.00 $2,800. $1,920.00 00 SILT FENCE $1.00 $1.00 $1,550.00 $1,550.00 1,250 LF $2.25 $2,812.50 $2.00 $2,500.00 $2.75 BID TABi�LATIOItit Bid OpenrII 1i�1/31Q1510 " a.m. PT Wds g r�struc10 i SCI�r flC[�12i` U.IIS iY ©Ii cions I <: >;: _ ; _ ,; ..... ,; ,: '< J. IQ; 77 TOTAL :x{ti•vh+i.{:Yifti-ti$}:}f...v'-v.:n:::iCv'\n;n:Y.vA4ti'f-:.�%�fv'iib}}�;�;?�fJLt?:. ti%ti•}}}•:::....:.xA:u::::•v:8vxx.._ ::nF vA±$:}r>-F.•'�%Ff.{?SMfi ii'+{gK:+4�i.�e.--+%:.'+jC+ti�:�ff.O:xJ.s:}.v xi^Y:- -?v A•!�}i�}:ifi:�ti�'-.Ci:+%4.. '� • ?ham thwrw ;>W%{ $8,492.50 ::xn. ::M> > :'+t°x:M'...�3?Otj-%rs:Wn�,'�r."W- z.'-v:+:r'Y.�Y�:2n%�.'+C'.ti^F�n:�,00�S'x{-C�{rpi'+:_::lf:{+-:J'f:thO:pi-i\=. _-.M.:50E---fes.t-0.:i:'f.":?%a:,;}uM}%.{ti1-i;¢r:MW:fiw:S:i.: 'M}.n.P{•':-.:ibf�!: $9, {}.tt:trfi,.L•.w2 -0+mva}y{:-Ji•-..}rh:a">'h}f.:%{•'''{f{•t�--n.:sSt.iSlpfi:w}t{Aw:�3 $ 907.50 77 .� .:xGOt -.,Qf�: '-::�::•.{{iI..rA4w{-0fiy:+}G4.-:.:� -•:.s t: P?+1M: +Y:3+P':: �yf.W.F::.: ltvtt:;� .•r::-.. td'vAil ':hvit:t+fiN.Y �•"3bhi!� rtJ-- �� xNfi{{Av[•::,}v:ryvy� ?r:t?Xn-v�Pri.���v Odttx4i-.i-x{{t� � .t{n;;.�hc�:+'c-h:`}t"�,cN-ua „a,,y � `'.�':y:,c:t.�'•,u:s -,axato% �_:.::.. -w-.- a.. ao-+i �� +sat.uo&%fii: .f+tk;.{pp� tit i:;✓fir�c.x}ti ': ,.tt .s:iso-}-,ac:•:y.�,t a}xc� f X+}}i' �3G}C."+6Ms{aXM{Yn: ia4}t�A:t�• ffi�}�tirr#-h-�- _.{HfrY:F'?Ci;.tfi}'i t{;:{r.1�-�:rl�J•itv."•-'�f t!. -xtfi_- vuoa'- .ta:i^^": =:w.0 ,�'y°o-' },ao-•-:%.+,.--. y.{aa:a:!;•i::i:.^,,M; Cmas,aac�aoac�3a'`wsv3n}i�r�a«-:-xrt,`�t.•°o-�-`-i:d�,sx,osc'�r-W}.�'S,xtfa,axva�o%tx!w�::;,:5::'tj.;;-':•-.a}"k�t;,n✓rC-t .f: � .. .:x•. ;ia:.- ':}y�h+sv:ar�e£�-.' GRAND TOTAL ALL ITEMS - xv? f t �. .. ate::.:,x i-�`.+c:-f..t}�' • r�ra.- vt:+.:i.N v,.•ff:- �t r�Cu�.;:ac+:a3U�',occcaw. x:u $434 758.5 $494,673.75 .-•.t,}.. - $413 764.13 ' :i}}{{{•.1+h...}vf+ :Ah_:f.:}>i{•.ta:Y• -.fi:4t: AG:}:+.ri ' 7 NO. ST EXCAVATION&DRAINAGE 2 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE STREET EXCAVATION UNIT PRICE TOTAL PRICE 22,092 SY $0.75 $16,569.00 $1.39 18"RCP $30,707.88 $2.15 $47,497.80 1,100 LF $40.00 $44000. 00 24"RCP $34.18 $37,598.00 $54.00 $59,400.00 387 LF $48.00 $18,576.00 $45.33 $17,542.71 $66.00 $25,542.00 36"RCP 595 LF $60.00 $35700.00 $57.78 $34,379.10 3s"RCP $80.00 $30960.00 $77.59 $76.00 $45,220.00 387 LF $30,027.33 $96.00 $37,152.00 42"RCP 327 LF $105.00 $342335.00 $106.49 $34,822.23 $120.00 $39,240.00 54"RCP 696 LF 30"HEADWALLS 42"HEADWALLS 1 E'°` $1,900.00 $1,900.00 $3,500.00 $3,500.00 $1,400.00 7$1'400..O�O1 EA $1,600.00 $1,600.00 $4,800.00 $4,800.00 $2,700.0054"HEADWALLS 1 EA $4,200.00 $4,200.00 $ $6,200.00 $3,200.00 , 00.00 INLETS 10-FOOT 17 EA $2,900.00 $49,300.00 $3,050.00 $51,850.00 $3,300.00 $56,100.00 T:bidtab EXHIBIT W 7 of 21 Page 8 of 19 GRADE TO DRAIN 85 LF $12.00 $1,020.00 $40.00 TEMPORARY BERMS $3,400.00 $10.00 $850.00 1 EA $1,800.00 $1,800.00 $3,500.00 $3,500.00 $750.00 STORM SEWER MANHOLES JUNCTION BOXES 3 EA $2,600.00 $7,800.00 $3,520.00 $10,560.00 $4,000.00 $12,000.00 2 EA $4,200.00 $8,400.00 $4,746.00 $92492.00 $5,800.00 $11,600.00 ES S LARGER) C 2 EA $3,500 00 $7,000 00 $1,500 00 BITI TABILATID1 Bid Oenung 1Q/31i061Ua.u�. ` g $3,000 00 $1,000 00 T V �ds CosEr $2,00 _. et�c��_.. Sclirmed '> Pal0.00 >: ,> er ConsjE-uct�©`` ma Lake 8e�tx s. 1/20116 <; TRENCH SAFETYONSITE SDN 3,492 LF $1.00 $3,492.00 $0.75 SPOILS ° o $2,619.00 $1.00 $3,492.00 1 LS $70,000.00 $70,000.00 $38,700.00 $38,700.00 STAKING $30,000.00 $30,000.00 O 3,492 LF $1.00 $3,492.00 $1.00 $3,492.00 $1.00 $3,492.00 COMPLETED 1 Ls $4,333.00 $4,333.00 $4,333.00 $4,333.00 $4,333.00 $4,333.00 TOTAL _yam.. -3^:::+i?..... .,??y :'y .?+,.kt+.?i: :V .N hx: .. .. ;no-.. :.;ec4aaocs _;::x,:i:??..?v?..c--W.a`...c:.,.x;;i:::::.,.c.«so..:•'•:•ru:tS?t'•.r..°� nti=fh`"n?ccscti�xaeaw.:-a�=':' •- ?: -: ? r.<.:�:r.:,h;::�.v i??�:,:, $452 3 57.00 fii �; ?. $4275804 :moi;;:tip: $505 680.80 W�: ih;X.^?{::hIAfYR?fX{$.:AfyriY Hi{tv.-.i{s•)i.{i{:v:'v�:-•:}�::v'.?x{(N�3n k -�J4.: !f�-x� �?'{{m:# i-M�Cih'1t#ti-0[v?:•+d4:? , ALTERNATE ITEM .v xK i{'.... ...rvC.h?s{AFF�+Uy,.-ay;8'{U••.:Yi+�C DISPOSAL OF EXCESS MATERIAL OFFSITE 1 LS $35,000.00 $35,000.00 $172,000.00 $172,000.00 $63000,00 $63,000.00 NO. WATER 2 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE s"Pvc-goo $30UNIT PRICE TOTAL PRICE 5 1 FIRE HYDRANT .00 $138,480.00 $28.25 $130,402.00 4,616 LF $38.00 $175,408.00 ATE VALVE 11 EA $2,700.00 $29,700.00 $3,116.00 $34,276.00 $3,300.00 $36,300.00 D GA14 EA $850.00 $11,900.00 $876.00 $12,264.00 $1,175.00 DOUBLE SERVICE 43 EA $975.00 $41,925.00 $922.00 $39646.00 $1,275.00 $16,450.00 $54,825.00 WET CONNECTION $2.00 2 EA $750.00 $1,500.00 ' $1.00 ADJUST VALVE CASTING 14 EA $250.00 $3,500.00 $210.00 $800.00 $400.00 IRRIGATION SLEEVES $2,940.00 $225.00 $3 150.00 1 EA $750.00 >'<?'_ '> ffl<; ' $1,000.00 $1,000.00 $500.00 $500.00 TRENCH SAFETY 4,616 LF $1.00 � ������ $4,616.00� $0.50 $2,308.00 $1.00 $4,616.00 T:bidtab EXHIBIT W 8 of 21 Page 9 of 19 :.:}::.: TOT .............................................. ::r{•}}ia{.}?:':{.}}Y} ir.}• :.:......:vtiv.- {....f...h........ Yf..... .xfyX•}-4:.v:�yi�:ii'{::: -:i:it.:.v:viti4??cyxriii i•'--:%::: v }...:.::• ��}]}� .: ':.�..,'y':':..:r '.:^i}_...:::::'::-::.•i+li............ .:.....::.. .::..:.'x•}:Xv:.......... :-----------.i...:.. v:}'�::r.'i'ii{4.: {Y{:}:.'Y....}•..{{fi-.v:v4..t::x..:..:. :•:::ii.:�::^Y.`.r..A.,... ... .�.. :.. .:f ..x..v............n.:: :. :..r:r ....f+CY..... ::. .,::... 4k::.wY{ ..:.::::::::.:::::..%..:w.:?:rx:::.::x::::?.:::.:::%h $225,T49.00 -.4v:< {:�..:::.}X4:4V.4,:.,,XY:: - --------:.:::. ..--=-- .: ..v4v::"�•�-:::. 295 499.00 7 BII3 'ABUATI>�N Bill 1Q/ 1f06 IDA 711ng - A.ili.:.:. FT. er. onst��.ion J�E�ans 103 /,;1.120(16 NO. WASTEWATER 2 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICETOTAL PRICE 8"PVC SDR26 0-8 1,284 LF $31.00 $39,804.00 $25.42 $32,639.28 $42.00 $53,928.00 8"PVC SDR26 8-10 770 LF $34.00 $26,180.00 $28.25 $21,752.50 $44.00 $33,880.00 8"PVC SDR26 10-12 474 LF $40.00 $185960.00 $31.84 $15,092.16 $46.00 $21,804.00 8"PVC SDR26 12-14 100 LF $47.00 $4,700.00 $36.48 $3,648.00 $48.00 $4,800.00 DOUBLE SERVICE 28 EA $1,200.00 $33,600.00 $734.00 $20,552.00 $1,225.00 $34,300.00 SINGLE SERVICE 5 EA $1,000.00 $55000.00 $815.00 $4,075.00 $1,225.00 $6,125.00 TRENCH SAFETY 2,628 LF $1.00 $2,628.00 $1.00 $2,628.00 $1.25 $3,285.00 MANHOLES(STANDARD) 10 EA $3,000.00 $30,000.00 $3,919.00 $39,190.00 $3,200.00 $32,000.00 EXTRA DEPTH MANHOLES 4 VLF $400.00 $1,600.00 $1.00 $4.00 $325.00 $1,300.00 STAKING 2,628 LF $1.00 $2,628.00 $1.00 $2,628.00 $1.00 $2,628.00 TOTAL .Me. K-'fr::i%n::'3?n: {:'i.{:: j{•Cv.?•::4%{v.4:•:`/..v:::::.v...i :v.{?{{iSf•Nn..--...3-4n..{fiC:4}%4Y::{h ;?ii.{r.::v:OC._li.:Xv }Y.0{ti?n;Cn• :i:✓:n{v:}, JSv f.: iti}f:i;}sr.?$i $165 100.00 v{fi% .: Y�:;;Wf;:i�4X{.:::}• ] $142 208.94 _ i $194,0550.00 •res4rt{ {.t�4,:t s_:',c,�'•}-{,c :x+sm%wi•}:•i-+i�}'�Yccr.� i,as: .r.�?�{�a?:-p.�{:fes.-.�.+j.,�+w+:•{'{':�r:.c � {4:.. � Y;{.p i� :v0:-Kiij-Y4}?:. '+{�`}h?:.0�4.P�'v',- .-4�X{:.'f.-0C4.':C-i4+PY•Ys^':%Yi�:.^{. {f :i.{{4Y.-h..: f:::v.:: is F:C:�t4YR.. v:i- _ .v}{NA:. '/ +CvY��Yvti•� uL{4:.zAy:X•Yi/4:-:fv}vv"-.i "4?.. Y?.'{h}C{4}.v:i}4[4�•i:{n?v{{�H.{4i-:{;n..}'Y":-:•ihY}l.\i i??}}:{:'v:V�.hvl-: '-v".•G�+�S;Y+OGC4::4:vH:}v?}:4 ......: •:iK:Y{n'44.:v?sti(/•n�'::--'�tLi%-Ji: .:{S::i-itx}X.n:{.v.;CW/.} 'i.: iSYf.:: .S.�v:i}N-vii"i?n•.??:{.Yff.:ih NO. EROSION 2 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 8,290 SY $0.60 $ 4,974.00 $1.50 $12,435.00 $0.40 $3,316.00 REVEG OTHER AREAS 5,700 SY $0.60 $ 3,420.00 $0.75 $4,275.00 $0.40 $2,280.00 ROCK BERM 120 LF $28.00 $ 3,360.00 $20.00 $25400.00 $25.00 $3,000.00 STAKING SILT FENCE ALREADY COMPLETED 1 LS $2,662.00 $2,662.00 $2,662.00 $2,662.00 $2,662.00 $2,662.00 TOTAL "f{:u?:-">vJ?i%x:-iJ.\:vY4t:}h.i.+{'i:4:M'{v.4}}h�.:}hu{.C:s}\:;v4:AY%r.}'_'v::?{K+:.•{:4?}..<S-:L.K:'{'�.:.�C{{{"WKv4MiA.v..H .i;^�::}^•�]er{4X.0 f}Avs?.z+::s.'k4.;::-i3�4ff:{:.:?iYn:t:f.}AK�{3:1��%vg♦:4.:hX\{ci{/X.:v:±}::a.+XvY4�hit:lvi+i.`�=S?,}-f�{•%r-+:iY{+%t:{:f:{tA-0.{.4{}':�'C4{Xh�{4tf{{'.-A':4'.•_{{.-{ /.49{}•�:-vls:i}::.3{.:U:.t{ ::C:L4?ii4r:t:{W�-�:•;K3i•.:r 4.}{4:,4}%K{.:nip'f-4A}`.��'{.Y?,S�`.{:hG-ja-x{Y.x{.--:`..,{ii4{...:?v?r::A-?{4fiA}:i�•?.ii%-.}nii;.�•'-,.{v...'i......X${v.:4Y•:?.hr4.}:...?%..{_•'.:.�.:;?. .nXa..}.-}:....tfJv•.:::.xirA:.i•:Y�}:l:�::.{it}f4.fG4:•.:;i.A.�fnA�fJ.:..?,}'. ........ --�•,.:v:tO:i-{?�-N%..-iW}{-K�u?ic-:Y:.t:4":-;?4fiv}r.-{:i:{s-±y-:WiiC5_f:•}t-{c:.�{Yh:{-G:;f-xi:G;C-y{4{Y Sf.Y..2i.t C}/..:Y{:._i{.t.;o.?X{4..•.4.v}a'.Tii.:.f{fr.•.�{f�{.wv.h.:-.v•:Y-}.p4:{;{vno{i--%i.�.'... 2 ,7 2.00 $11}i,e,{�Y?WY.4A�Y?i:}.v'Y:-iY%�,:4,.{{-h c{h?:v}�:;{.{.---:y•!..k_:'AT){':�.w-��U}+.f4:}t-.4Ow,4nX�n�MA%/.�:{-0!�w�:_in{v:-i.ra{v:`f:_r.{'.{�xHr•i{-M.aiYi+ _f::cK+'(/.o-icY:�c'.-+.UN•hY:nCX+.C•uv ::'Y�+^h4�.::'.,•.j�.sY•:.v::.:•:}4f:-{-:'--...fh{�??.=�•. +•4�-i:4}Y .•:>r.v"KAY.4f;.{ivN4•-:.Ti:v:Yi. :.Y:;:'!'f::�4•�v}f+s.it}v. �Y4nti`' : c4 a$'•'`;';•a- :•. ]YM.---Y;t---------- i46 k{ Kr GRANTOTALALL ITEMS - -- vv.4.:\vw.. ::v{Vn :.}�{i%{{Y.tir:.�A:i'{j. ����'. :��X•�..:N.C•{CL%r:rvxX:��.� .:y_M.. $816 0.39 iv $1,006,487.80 T:bidtab EXHIBIT W Page 10 of 19 9 of 21 BID TABUI ATI© 1-Bid!Opemng 1I3l31lUIS 10 a.m Cash Const�-uc ian Rodman Construction Avs#1n Eng neeru g Palomia Lake Sections lA lB&2 1fll1: 2iltlK NO. ST EXCAVATION& DRAINAGE IA QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE STREET EXCAVATION 16,691 SY $5.75 $95,973.25 $1.84 $30,711.44 $3.00 $50,073.00 18"RCP 1,107 LF $45.00 $49,815.00 $50.83 $56,268.81 $42.00 $46,494.00 24"RCP 118 LF $57.00 $6,726.00 $57.26 $6,756.68 $53.00 $6,254.00 30"RCP 787 LF $70.00 $55,090.00 $71.76 $56,475.12 $71.00 $55,877.00 30"RCP(Class IV) 118 LF $72.00 $8,496.00 $76.85 $9,068.30 $78.00 $9,204.00 36"RCP 200 LF $88.00 $17,600.00 $113.07 $22,614.00 $97.00 $19,400.00 60"RCP 718 LF $182.00 $130,676.00 $228.29 $163,912.22 $210.00 $150,780.00 30"HEADWALLS 1 EA $1,700.00 $1,700.00 $2,091.65 $2,091.65 $4,400.00 $4,400.00 60"HEADWALLS 1 EA $4,200.00 $4,200.00 $5,577.31 $5,577.31 $8,200.00 $8,200.00 INLETS 10-FOOT 17 EA $3,100.00 $52,700.00 $4,248.92 $72,231.64 $3,700.00 $62,900.00 GRADE TO DRAIN 100 LF $4.00 $400.00 $4.62 $462.00 $30.00 $3,000.00 TEMPORARY BERMS 2 EA $250.00 $500.00 $1,272.07 $2,544.14 $5,000.00 $10,000.00 (CROSSINGSSTEEL SLEEVES LARGER) 2 EA $1,000.00 $2,000.00 $6,617.47 $13,234.94 $3,000.00 $6,000.00 STORM SEWER MANHOLES 2 EA $2,700.00 $5,400.00 $5,409.48 $10,818.96 $3,800.00 $7,600.00 JUNCTION BOXES 5 EA $4,000.00 $20,000.00 $4,863.51 $24,317.55 $10,800.00 $54,000.00 TRENCH SAFETY 3,048 LF $0.50 $1,524.00 $1.26 $3,840.48 $1.00 $3,048.00 ON-SITEI AND COMPACTION SPOILS 1 LS $41,200.00 $41,200.00 $21,121.25 $21,121.25 $25,000.00 $25,000.00 STAKING 3,048 LF $1.00 $3,048.00 $1.00 $3,048.00 $1.00 $3,048.00 CUT/EXCAVATIONFZOUGH STAKING COMPLETED 1 LS $4,333.00 $4,333.00 $4,333.00 $4,333.00 $4,333.00 $4,333.00 TOTAL :ii{?l rte~ :}Gini:+'}ii-v:.'•i:ri?{?ii:}}:?-" i:?iii}ii:vv?•:.:.v;{:i :?. :.:.?;::>.:ri:,, 5 01 3 81 5 :;:<s .v..>,:.:. :<�..::.:?:-::?::�:,>:.:::.;;;-�::.;:::;;:;; $ .2 :��„<G:� . $509 427.49 :«:<, <::�-:<;.<i�?:-ru.,Y:.::fix:?.: $529 611.00 :: .... :... .::.:: ..:::: ..:... :: ...:.:..:: fiv................ 7 ?;t}.vu•. :::::viv::: •:.v:::::HJ. 7 B .. B MA. B;d;:O eoan 1 rI131.!©(i 10 .�n:::_ :.. -_1asti.: o�astru .. n ..:>; P g cta dntn Cnruct�on.; A E::,... r ; Paloma L�kSecons 1 1B&< ,., IU131#2Q6.. ALTERNATE ITEM T:bWtab EXHIBIT W 10 of 21 Page 11 of 19 DISPOSAL OF EXCESS MATERIAL OFFSITE 1 LS $54,761.92 $54,761.92 $143,441.11 $143,441.11 $35,000.00 $35,000.00 NO. WATER 1A QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC-900 3,100 LF $26.00 $80,600.00 $37.31 $115,661.00 $38.50 $119,350.00 12"PVC-900 530 LF $51.00 :.;.;.::;;:; ;:; $59.29 $31,423.70 $56.00 $29,680.00 16"PVC-900 1,890 LF 64.00 < �<� <>': :;; ;,«.> $ :.>: $73.95 $139,765.50 $92.00 $173,880.00 5 1/4"FIRE HYDRANT 11 EA 2 600.00 $ 28 600.00 $ 3 173.39 $ 34 907 29 $ $3,250.00 $35,750.00 8"GATE VALVE 16 EA $780.00 $12,480.00 $1,397.20 $22,355.20 $800.00 $12,800.00 12"GATE VALVE 1 EA $1,400.00 $1,400.00 $2,132.26 $2,132.26 $1,500.00 $1,500.00 16"GATE VALVE 12 EA 4 3 00.00 <'>' > <<> .,::::_,, ::;: .>:: $ .,,,.... ; :,x :<:: $5,345.96 $64,151.52 $5,250.00 $63,000.00 DOUBLE SERVICE 23 EA $1,060.00 $24,380.00 $1,440.02 $33,120.46 $1,140.00 $26,220.00 SINGLE SERVICE 4 EA $840.00 $3,360.00 $1,192.24 $4,768.96 $980.00 $3,920.00 WET CONNECTION 2 EA $1,500.00 $3,000.00 $1,172.06 $2,344.12 $1,200.00 $2,400.00 MASTER METER C AND VAULT 2 EA $70,000.00 $140,000.00 $26,882.09 $53,764.18 $71,000.00 $142,000.00 ADJ US T VALVE CASTINGS NGS 29 EA $100.00 ...... 1.99 < >::::>:<:: : $ $6147.71 >:: >�:::;>:::::::::;»>::<::: ':' : .•:::aE1::>: PAVEMENT REPAIR 1 LS $3,500.00 $3,500.00 $1,562.91 $1,562.91 $2,000.00 $2,000.00 TRENCH SAFETY 5 0 50 520 LF >< ` ':«<> »' `:<>:`:'>`'' `<'< $ ' ;.; $0.64 $3,532.80 $0.50 $2,760.00 IRRIGATION SLEEVES 3 EA $3,100.00 $9,300.00 $381.57 $1,144.71 $1,700.00 $5,100.00 CONCRETE ENCASEMENT 1 LS $1,000.00 $1,000.00 $0.00 $0.00 $2,000.00 $2,000.00 STAKING 2,420 LF 1 00 >< < <<`>' MANN > ?. $ ::. `�, }, ::,: $1.00 $2,420.00 $1.00 $2,420.00 v:r.:ff:[:..-e:-xsy.K.P...:{-:.'•.- nw•. -ff?-': v::x+:?F.....:':v'v:ni::!: _::.:.: .........:.':.:....::- f.{:%+{•-f.•??h--+x}•Y.d {::% ix\xx..:••r.Cx.--- .• %.vv::xxv:'fi},+x::.. :.:-.{.fffn%:.vx � -::f-{+ -..S}?%v,....-.. Af _:M1CvfvWti -•-vv .v.Jv-.}%•:{{•%sp-- ....... x.....--.... •.v::{::xs{s{:%{{{:....:fv+f....--.-x....x-f:�vv.?:.i:.::::....::.::.......... {r+K{-I4a-�-.-.s•.{triv T_??: •:•...X-.v..:vx ux:+vu{iY.::4}?N!•. ' :v .f..}v+M..... $5197 ITOTAL )02.32 :;::{Y:irr yr J K•.}}:.nv}%9C:{. Bim: ABUL - B1 " 31/06;>lfl A4` .U fl ern .1>Dl a uchon Rodman:: n Eon:: ;,.o s Lr,,cI AustEn Ereeg >P Mai LakeSectiQns 1 1B &2 1013II�#IQ6 .:::: NO. WASTEWATER 1A QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC SDR26 0-8 240 LF $ 34.00 $8,160.00 $36.24 $8,697.60 $32.50 $7,800.00 8"PVC SDR26 8-10 2,566 LF $ 37.00 $94,942.00 $41.16 $105,616.56 $36.00 $92,376.00 8"PVC SDR26 10-12 120 LF $ 42.00 $5,040.00 $48.35 $5,802.00 $42.00 $5,040.00 T:bidtab 11 of 21 EXHIBIT W Page 12 of 19 8"PVC SDR26 12-14 162 LF $ 49.00 $7,938.00 $57.50 $9,315.00 $50.00 $8,100.00 DOUBLE SERVICE 32 EA $ 1,100.00 $35,200.00 $1,806.70 $57,814.40 $1,120.00 $35,840.00 SINGLE SERVICE 5 EA $ 1,000.00 $5,000.00 $1,348.07 $6,740.35 $1,060.00 $5,300.00 TRENCH SAFETY 3,088 LF $ 1.00 $3,088.00 $1.26 $3,890.88 $1.00 $3,088.00 MANHOLES(STANDARD) 13 EA $ 4,100.00 $53,300.00 $4,059.32 $52,771.16 $3,300.00 $42,900.00 EXTRA DEPTH MANHOLES 15 VLF $ 380.00 $5,700.00 $452.77 $6,791.55 $300.00 $4,500.00 STAKING 3,088 LF $ 1.00 $3,088.00 $1.00 $3,088.00 $1.00 $3,088.00 TOTAL ::>x:Kz{::�:.;:::;{.r>:.::.: ...:{?.>-:,.:.:::::.?.. :._.;_-w:. _ $221 456.00 ::v •{.v:;.M : :....: M:::{{:,.AF;.:::;:�4,.:.::::.fri::. 260 527.50 : »:::>,>:,??.ff �.: u $ ........i?...:..{ter :ix:>:<{x,:f. ,,> :v:;.� 208 032.00 :iia'tp::�ia chi,-.-?,-'„':sW;'.;�..tf�-xc:-'.x• i?i,s•�'+c%•:'•�f{tec" -,�'r#.•:?•:ais'{,ari.,-:?.-: 3h`� 'i�'++::=SRs�%n'�:•w�t %n:»': '. •?�f•-•"-tit'•-:.i{•'i ': J•::f•:':'h �u?iti.>;�;t??'s'�h+�•:' .{f;oh. iti•-3wft�?ixt?{w.•:..-.�-..?i i- `%:i;:::r:::{:..: o::..�tf f}?v?._ JiwjY }}N:V4�?. M�h}'v�+}i�?:-"vv,.'x.;' ivi•:?-:r' '�i{{iiS•ii:•}:Ji:i/. ryh:.::xii.::ii.{�^::..s:'::�:M?:fi:.i{:t4.�.Y;+ f: v...WI✓ ":i4%APh'y�+Y. _.:-: '?{n'?{ :vxx._. .MK{.vvv..:?i:...G}.MY ...-•...........:..... vxrxn.t{:v.t{:i.Kv\\:::......... :.x:...:vr.:::.:v.m-:::.:-. NO. EROSION lA QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 6,035 SY $0.40 $2,414.00 $0.95 $5,733.25 $0.50 $3,017.50 REVEG OTHER AREAS 4,750 SY $0.40 $1,900.00 $1.77 $8,407.50 $0.50 $2,375.00 1 LS $2,662.00 $2,662.00 $2,662.00 $2,662.00 $2,662.00 $2,662.00 STAKING SILT FENCE ALREADY COMPLETED -:•:�h%^!rr •:+KN:WU::iY{W?.h?v�-{iiYM.ti.:;:tif.IXixv'!i!%fi : +{vv'r?i:�"u.:t ti{4$?ti:Ff{ :is:v %!!-?:}??j'-:'- TOTAL :ftp>.: ?;.;:?� .: ...:. W. Y n.�.i; ? .:x= . $6,976.00 1 ;; x $16802.75 w' { $8,054.50, Jff.{ A}}?..:. �S:?'-:. f4v4. {•i:{:1_E:3:• ray[y.�G v4"?v::C::x{Ur{4fi{H.4Gi\%C%?.. YY..t{KK {gyp• J-j -S�i':¢:O}'"y;i:(iG{1 7 n�{ xS4v{:. ..h-Y'.:{f.".r?f:}hnW' •'N j+LO }N. 'l •w?XS.-{::ii?iaN,{MCC??.- \+,\? f"tYi 4::Juv. i•:':/ VSCOC •.f !'nk��•• _ _ ��?Cf�{.�-{�\:wf 4:ih4{-..fBiU::Yf.:f:iC4X.�:Y:� £":e.�its hh ? JS:R.N:Ii{{CYX� f.KvM'�A:m AGPOGJS ._ Y/t:/ t_xSG.v \'M.•::+-j?3{vGr\YA: ^CGJ?i..,{f._J:f:+itf +}:AeC. ��; y.:lf-?LW}iv'I vh h�}XrA' 3,triSv\'i:P {[yCvfi:•Y.:_ fv' :? :CA�.. IXfiC. .{{{{Mhv-:�•ii8h1. Y:# ;:{{'lam' +MC._ ��. - ?qp'9r4i•{:ffffAUG:iY,.:?i{?{?�Y:.G3:{+f.A•Jff?iAt-:??�ii{ki}09 I }pQy'i'4}_�• .:Y:K{ WG.�.�?.l. t{ xv,+,ca�•{c:wfxN,tax%.i�?.:wurrx: x. -:f.">�. •':;_?6?ff s{a{aa {+rsecronj:fni-.#YR:igxf. .......cv:,. v t:;: �w;i;.:y +ax'r� ,u{ •c{:�'oao-r :xa.,ec `izY+xf :lxYACOG:{;K!• :.{v4'•ft .+f } % G.:ix.. :• i._v -. .vl Wf.+}]40'L.i�Y... �:� ifNCX.:.:{t? LvRKt +Y}}f.XA.h*.-..': NM.rhl?{{�5 �� { ff{C4ff.{{y.•�$:?t '{�itffi{-0{-0{v:nri4X-i::iff?x .'v:t{:�fi_ialii'uh•.'�.aCV°c}:4:*:Kl%: GRAND TOTAL ALL ITEMS q•}r�:,�fi� :t?fx{tlJ}JK:4•4?:tti.A;-...�:j.^�'{+W�:�{'�'�{V':`4.1'?,PC4k:>};h.i:n:s?o;3CLf'1.: �.."dXr'-i�'��f-f.}:_'A��.'.`v.:L+h�•Ji..::'?�;::�w:.i..fF;. fef.iw{{{fi:s}?mC�:::\4« ;xv\Y" $14459103.25 CNv:•fiiC.'N.ix; Xwq "-Yr='i.~::r:f:-.ri�.{.w•vsi%.3�fi{ cic-s?:��x:uw:r_wh' i.:.. :+ { $1,3059960.06K $1,3769857.50 10 Bf#T ABLATIOT Bd:O a 10%311 o ► C$ ons>�n�elxon qw: R >�aaau Const Paloma Lett; rueoini ... _ A in _&:2 Pon* , fi0G ST EXCAVATION&DRAINAGE IA NO. (CR122) QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE s 18"RCP 371 LF 45.00 16,695.00 $50.83 $18,857.93 $42.00 $15,582.00 60" RCP 554 LF 182.00 100,828.00 $228.30 $126,478.20 $220.00 $121,880.00 60"HEADWALLS 1 EA 4,200.00 4,200.00 $5,577.31 $5,577.31 $8,200.00 $8,200.00 INLETS 10-FOOT 21 EA 1 3,100.00 6,200.00 $4,248.92 $8,497.84 $3,700.00 $7,400.00 T:bidtab EXHIBIT W 12 of 21 Page 13 of 19 GRADE TO DRAIN 350 LF 4.00 1,400.00 $4.62 $1,617.00 $30.00 $10,500.00 JUNCTION BOXES 2 EA 4,100.00 8,200.00 $8,894.31 $17,788.62 $11,000.00 $22,000.00 CONCRETE SLOPE PAVING 1 Ls 17,000.00 17,000.00 $16,234.07 $16,234.07 $18,000.00 $18,000.00 SLEEVESSTEEL (CROSSINGS UNDER 42 LARGER) 1 EA 1,000.00 1,000.00 $2,732.70 $2,732.70 $3,000.00 $3,000.00 TURF REINFORCEMENT 1 LS 4,000.00 4,000.00 $1,625.11 $1,625.11 $15,000.00 $15,000.00 TRENCH SAFETY 925 LF 0.50 462.50 $1.26 $1,165.50 $1.00 $925.00 COMPACTIONONSITE SPREADING AND O SPOILS 1 LS 22,000.00 22,000.00 $4,635.26 $4,635.26 $8,000.00 $8,000.00 STAKING 925 LF 1.00 925.00 $1.00 $925.00 $1.00 $925.00 tirYi0rfF.:}}ixiS�':L;�tfUt..Y.:}.Y9}:.�{:�y.{.':.}�%1}....ti4}i'v{�}Yv:YKYI/fi+A:}r:t,rrh-�""vv+{=y7�.":}Y'1%."t-it�d^:\C:r\.y.}:.?A'.;•�..::.?Yi.%0.;•+•�IXY:'?::4S}C}:!%•:x:i^�in��- 0%}C.p:4.. 7 f:v.::.v:v.�s•.�•'fi:{h'U:. •3:#.v}} $214,229.77TQTAL $210383.00 �':%•%#.•hr{{{{:h:i4':::: $253,390.00 ................. :{t}%?-': 40hiY:v_+,fl3MC{NT:jWlildt}�+Y•h'{{{pv%I/fAi,.M•"+-.»Y+{::}Y }'�Evy'i:d{t��?�{ktivC•.w.{�3YiiJ3 �36Ki�:fFnv v��'.;"{v.i?_i>9"'uinK:n"+M Jiff+:-:r%:}'•% ?S••wi Jt v:n :'wi f•.h�v�.� J3%v^�+_4v.;{'%•'�9G.'" 4:{+{:i•` % ::?ilirH { ##{ F v::r.;.:i#I...... x{: .An. ' v:?'�•�''. s{ OC•. •{v'�•�::•v".u�48t1•fi:nC.•%n.".J. +{:3sC•i%9CC:rti{iM.$n}?;nl:%M:Y:S:' r{•:.?{{-%x....:} z=m ##I{. fi.\}:•}}:•h .. ##�:.?. W.•}:{iti:%4'r'.dit{{S:•:• .v..xl::v''.tv:..v...+:.{yc{WFhh:?...v':iivyii�i{}{t{t• :A+}}}h.w 3hv 3{{vv:•:•n:Y{_ix+l.:itf; :i!•iYK+fiiiOCUi•:•}%p ?Y..+-}'-:i?•.'•i: ALTERNATE ITEM DISPOSAL OF EXCESS MATERIAL OFFSITE 1 LS $58,000.00 $58,000.00 $44,984.13 $44,984.13 $20,000.00 $20,000.00 BTD TIiULATI .N .B fl - MAIM 0�51fl a.rn Cas Cn nsh-otaon R g odman Canstruci�nc: Aust En A Palalm L 8eclions ,;:I B..&2 _ . 1031/ 6 NO. WATER IA(CR122) QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 12"PVC-900 90 LF $52.00 $4,680.00 $77.37 $6,963.30 $62.00 $5,580.00 16"PVC-900 555 LF $65.00 $36,075.00 $96.23 $53,407.65 $88.00 $48,840.00 5 1/4"FIRE HYDRANT 1 EA $2,700.00 $2,700.00 $3,173.39 $3,173.39 $3,600.00 $3,600.00 12"GATE VALVE 1 EA $1,400.00 $1,400.00 $2,132.26 $2,132.26 $1,500.00 $1,500.00 16"GATE VALVE 2 EA 4,30 .00 , -- ADJUST VALVE CASTING 3 EA $100.00 $300.00 $212.08 $636.24 $220.00 $660.00 TRENCH SAFETY 645 LF $0.50 $322.50 $0.64 $412.80 $1.00 $645.00 IRRIGATION SLEEVES 1 EA $1,000.00 $1,000.00 $557.98 $557.98 $1,700.00 $1,700.00 CONCRETE ENCASEMENT 1 LS $1,000.00 $1,000.00 $0.00 $0.00 $1,100.00 $1,100.00 T:bid%b 13 of 21 EXHIBIT W Page 14 of 19 STAKING 645 LF $1.00 $645.00 $1.00 $645.00 $1.00 $645.00 +ri.:i:3:C:f,: ii.'r.'. isi svvvv.{i•.+..{.:{3:3:{•h...{... }:?•:{v+Y.{t::�i}hn:.v.�}:. r:i.fl Li rit.:v::ii(::::: }i::+%:i:�:{'i}:rir}} i.{•}.vxv:3Yr}'v...{......}}:Yu:.. .::v`::v4T:i{}%t{{rft{v:{{fir:{{•}f:.{.Y. TOTAL ,F{h:{:.�.}:<:: tL r.{?? t,;:ttt>:-::•: .:.-}:::.3: +: >-r :{{ ;�3}}:t;}}F:< .:. {{.{�:..... $56 722.50 r}r,3::�{�ni.};,�.m... ..�. $78,620.48 .:}:{`::{:}Y::,},'{+f: is};�} $74 770.00 � `' { ,k„tvxht.:--t- N.•:R.{:lr� .W+n3.i•}Y:h3r.}$: �y:?lfihKtt 4-fir.::t jv3'.{3}.\w:h:3'tLt{3{r'�r,.F%?it �.• "M:•Y?:.-.--W.�r}y�M1^cctaIX`}ji •�Y��-.__ h:i+,.:Y�' f.•Y.:x+:oi?{{{{-:3Y.%t tv,+xr:•h'{{t?Uur +O+r-+•{'.w.x{}?•:3}hYf...... %{{{:.h•:•v}WY:tlrvt+}tt"h t i{}u:fr.�X?J' :hw:•}Yv.v:•}}-.}}'qii t+F.tMf3:v?+M:3}. XF`,-`''.rY:'•.:-'-�;^`i,��'�x•^••r.�'+y+..'�..'-r�?a:htn'°"';':'iiL,:i"�"+`:fii,oG-}�r'w.+:-' '"';:ai',,'.i:'•:�:�%:,�a�' :''cm'e>,'!t','"�:� =v;Ft'tc`r%::t•=n:'=ti r:: v.:v..:..-...{ SG:tt.+Fie4'.Y.... i-.v-::-...b+� "�}'Ffnvxw YA:•}:^?�}3iY�:ti3i:rit?3:;KA :?t?i. ::tii3x•:i3:.Y,t'+�:xc•:tia::,p•-.:.vtvffrt+....'':c{{�ac}.__....-...:x •.3::i.t-2-.-xt...::.:i+..xx+:..:. ._-.._.._.:•::::.::vxvJ-:.w... 4.:hv-Y-.$":i?:vr..:..v n d."?3:{vf.{Jir:X{?:ivKriw:4.iXw+::. NO. EROSION IA(CR122) QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 1,516 SY $0.40 $606.40 $0.95 $1,440.20 $0.50 $758.00 REVEG OTHER AREAS 1,500 SY $0.40 $600.00 $1.77 $2,655.00 $0.50 $750.00 ROCK BERM 25 LF $25.00 $625.00 $15.75 $393.75 $25.00 $625.00 v:::{)T'??F+i'+ir.SSStii{'/-r:4%{.J.+%O}%i•} Y+'.{3w• : .3r/.?hv4fl.n,;{r.F•}:�?±{.i:iiii}:{t;;fr v}JYvst?{k•}:FiJii:C::?:moi:-{-.i} ^Y3... .n{{fi''l:'.f:.'.}i4}}}:-0t{�Y7N.+:{•}ip;x.}}vvx}i.:::iSv??f?:i::�f'. f}n%}}:v:6ii :C{:ii:t^:A"C:-:.-.Yi.3 3h:v}3i}..3:3�{tY}}{t•:{}{,'!•.j{t:+:h}Y TOTAL - {33TY3Y..,.}ni vF 3 3th } $1,831.40 $2,133.00 f'•:W fi.3%}M3fi.4:w!?3Y�3�:K�f 4h:vt'�}•� ^h:_.nj:r..:f: ir:rrJ: .{f....:f:..:X s?:• 7 } +G:C3 +r.{._vr}[r F'it+F+}river}}.•:-.+� �>y' }::Nr.3W.Fnv"4r:A+?v?-v{!-i:_ hY#r�.�/���it+?3}:?{�•: •%d 3.;�.Yfr:{�:{{8jr' .i SC"'+'}'r•}�Clr+W} /F?:•:r_'ff � f +f �Y {a8.: r,},iaa:c{h6�:::: {3{tt3.} •3}'rfa,�,c{+,t{au»trxt•h"c::�};: f:frrac3}:t{u!{t3`f,.. .• 'f `^�•�v�:,--v+G8i3%3N}i3-{v�.;:ii+iii••{GCS?+}'+{WY.•:\v{.,.?1hv}.:'pWr .} v31:+'4iG+fC]ii�+ WfMt�'v$:ftl+]v'�•: r• :3[<+.{{3Y�c}++ect:: S�?�;!s�ff a•:�Fr.�c.':•�r:i sc•'��:t{sy:o:u.+n.+x%tt{tt4-. {;w•-.yw,.cec-F�_& p ;;::A{Y }i{�e'.niY+4�:3}tt}�+FHJ4:vv.'S '{CKi•}}Yf- •r+4"Yi/f' Y' `."t f x{t-r-4.cca„cx ".u:{.r:.as3::w..+fF �:•.: k-t� ff:,`c,{yrl.. so. .�{t t.•i�yu. nc3», w< '�-,- .syf�{3pfF ... »� :-3.,�}:. :,;vwrf.«�.-_ ff:. .i'`'ir:��': -?•OC•. fFfri3W.V::::}:. �yp[�}r5v�.K:t'. '^4� +}:i.3x}-r.--Y :888+!%ii '. .ttfie� w}FA.:Ft:§?:t{ w' : j���;;�Y�.�N:9W4V}%{•]s`h - :"{vWdi3t++WMN:X{4GP. S:3". •#.tY{uvY K?v rr ii+,r-,t+io'�oc:�'kw.+-:•v♦r-•CJ _ 3'^.. -.c�:zhi�-waw;t�r��� t3xw w}w}. X3//.3.tWY Q�•^•�:�W' �n•rf t{ � `yixiyv{wL•YA]K3' i+KLiN:?r{F n'S:.. j . frr_r- ' �Y3iftv�t++{{4 }YF^"p {: {A�.SLv-5y4t1.Y tiW.frv�. ,•ityvvt[ 7 :'F.{3? .�f T"Y4ssii'.{{{3C :[:i- ��'.vf tiYfi:v' X. 3;3885'�r;-s:Yidb:'f•)U:Li4rx;s.. .?ti�-�Y+r4.4Ch1?•t}}'?Yi�\M�+..�'.:.:•:dtSt+t- :84'r_v- :y.:iv.{+fff/: .'. r:-Yf:..:3rfAi"vC+u:3:•'vii•'.. +.{ six• '{{`mac+.'a-<:;ii..wa:F,00'oo�w.o~awa{ 1-.�,•{s s it{:}:};huus i:,,{'i{:.3�.x'y�-:•?:wsxvt. GRAND TOTAL ALL ITEMS h _ �3 <� 3f ? him $268 36.90 Y $297r339.20 : `" "` L` `'`` �, x #}{ ia}}}.v}}.ir...{... $330 93.00 "Pl�.{.�.y�v�Y-�p%:w:{3G4S3} A:3p'.v{{r•.{3:4:}±[{x:48WY �'-1�?i2 '9 4 ?hW:' { ...:_Y4"::vY.t+i.?!��.�t`.A";v?+i:M ::3Y{'_5�:;3i:iCS•Yn'^ttK4f f?}yriY .Yn Y`,3$ f 'uaaart {SH'RH + -i nt?ff+Wff�i'i•'wo-'..a fr1`:i?! vah J 2• '!'{{'-'v'.}'o"-.`:#>.....,v'.::+ ..e i.........v, C",'•i;}.a:.ac{`.-{+s1's'�•-$:: �}tx.e----_--i-----! xt+h+}.h{:..?{:•ham 'T Xti!%If "3:CC:•:ti4}}nttvl"{{;i?3}NhJ:+ _ -: .ri3h\Y{:v_-_r:Yr '•{;f• {�S:•:M:4f:...:{3:h"4?:R:IXhw. .._.: ..... .. .:: BI TA.I1 .'i :'- - - .r - _ LAT ON.._B fl e�i>1t 10131�6.aI1 a.�u., S1k Cts e p.: ;:::g rxeo� Rotiayaait>rue#><ttx� Austin Enneerig P id Lake:Sect us 1 1B& .. 0� v2f1i16 ...................... .... .. .. ...... . NO. ST EXCAVATION&DRAINAGE 1B QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE STREET ET EXCAVATIO N 88 14 5 SY >> > < > - �-;>::�''�:' � < 0 $442655.00 ::.;.::.;:.; �,a ,> .;; $1.41 $2 ,987.85 $3.00 $44, 81 RCP RCP 973 LF »»> . �r �` < �>> >:-��::. , .:? :-,: ._,..:: 50 83 $49,457.52 0040,866.00 30 RCP 210 LF . ;,,;,;,;;.;tt. � :�:;�;, ,.} $71.77 $15,071.70 $71.00 $14,910.00 48 RCP 598 LF € `> >«<« <>«<>: :> `'` .` $149.61 $89,466.78 $148.00 $88,504.0 0 so RCP P 76 LF :,, ;.;.: ?t,,,.,.; .: $215.70 $16,393.20 $210.00 $15,960.00 INLETS 10-FOOT 11 EA ' -- �<:;.`>--> `> 0 0 .;.;;.};.;. _# 1; ;,.; $4,248.92 $46,738.12 $3,700.0 $4 ,700.00 STORM S MANHOLES EWER M NH LES 1 EA >:::::. ::...W.::W.ww::.:::::.: t.:.: :?.:?.:.:.:.:;.:.;.;:: ,� k. $ 7.38 $3,827.38 $3,600.00 $3,600.00 JUNCT O S I N BOXE 2 EA $7,456.81 $14,913.62 $9,800.00 19,600.00 =SL SLEEVES (CROSSINGS UNDER 42wAl= LARGER) 1 EA $2,732.70 $2,732.70 $3,000.00 $3,000.00 TRENCH N H SAF ETY 1,857 7 LF ::::: .t. ...... ...................;....:: �,��::. $1.26 $2,339.82 $1.00 $1,857.00 S L ONSITE SPREADING AND COMPACTTO=F 1 LS .: ;>; SPOT :. ;... ......; .. $20,732.13 $20,732.13 $15,000.00 $15,000.00 T:b rab 14 of 21 EXHIBIT W Page 15 of 19 STAKING ING 1,857 LF $1.00 $1,857.00; . 857.00> ,.......Y.v Yi„•,_._... v.::n:vnrx:-v:.vx:::_u.{v{n_.._.. .... ........... ............ r.4XW.•?:::4:. TOTAL xvh+.vv:SwXinr ?.Yf%?•ilii:{{{:niv:••iv:?-•. ::;. +4rYff:•.•r:... ,-x.,,-nrf.:x'fiW:::__. n......_ ..... :v.•i: ......r.v::::r::4;irmh n v{. n?..v... ••+•?:wit..nv.4%.}X•X:.{....... ...... v:nvc_3......:. .....n.�fv._.._.. ir4r'}::i {v'� rxjt:f.•:•X .•?+S+{.-v. s,\n X...__3+ v:t...{{:i.{{n• :�}}<_:-:+�i.;�nv�X••n:•• v..rt.:M:•K:.X.}::.vuY3M:.w::•. i?:.�.�.f... ""� �} ii:' tfi?:•Xfiv.:nv}X•T..... 4,5 '� <??s->=r{:.:rY.X�;}:»w<,. _ 28 17 89 � $290�509.00 .;4}r:,xt:i:.;i%.tn4.:� .:cs.•',t?4:'�, `"`:•4.,-r�-tr}.c+t-.4Xc,:,x.U}n .' �,}X.X;r_,rv,,.c:n,•+ 9vs:.;•.:..;.�;.,:t:?.4c•X::n.,,;3• :ny/t,�.•-�u�j x:MY{4�.�y� .,..vyM1.?dt•Y:MY.i4:i w::.+t't�%•:::mitt}+ tGPY•ii-:LsM:}'4\Xntr'f�OC{S:�•:�� ..'{Y.*-.�:YiS+: �}v 't%Y' 4v-•3••� SiGU{.n�iY_-}:�?{{IX•:•IPX{?Sr.r�{v:{{{{�S-"r::CIXi{ :L?:. •:ttfiX•?:•}'33:C-0iIX?M'yr 'v:.:4::vinv.?vv+:}.4{�.{•{ bwY:}.:�..;��c�w�.{,,r'i�tC"4p.-,rF�+tt:ww:4x,�::c;v.:sc?�#.,x-�,'.�'•`�r"c4 ;•}:Yi w::, -.-aYn+c>::.+' c::4%.fvr+:;fi:.,;}: 4 :4•? :o-:far-•%-tx.,p�:c.:9r.?: '%" ; . .rte};:sw'iau.,• i"s /,Y.:-}:c:,l-ii•. ':, :::^G:-Y.j�.+.IX{?:{•�_+' .5.-nom 333.. rF333 .. iiYtrr%}{{{..r�.{A+Sti n$i{}i:i i.433 •S+,v{ '�{rr r:::.'.:i?t �. fiXSIX: i vW'? ,w•'} :{{M?XS:;;.: ff^:;+..-4 if. v;:r.•rI_..;n.:::::ir/iri�%}�• .xWrt>yf+•;%fi3:vYi:nlvA}%':. -l._.::{x\Yi"Y3ftix{v:•. `t♦Yt:fit:%{taMM '?%•:H;tff:?:{}i::�?/.•ti{iv•}yC? ..........................:Hipp....IxS4.r •hy;tiF X,--.�;�-J vi' Y%Kl+ ti tsix6%lfiUY{r:ftt/.•: .}3/.?n4X:y}:?.;.::.u.}nn RY-.�.[^a't �XiviYiv:?�:S:x.•...-}:: f...;�.:..�� ivti n::Cnfi.:..vx:vii, •f{: }vt{33�}..fi:.;tiF.{..h3.;Y3.}Yi4 t:s•4,.{4}}?ufi.'i:wtiirin -J.y�•ili: t.v.. .. Yfi%?•}Xi-nv::v.:X?:?i:t. i{t.•+f�.w}}:{•:i�rttii;>:Y�}::f.•.A i}{4.:,x.v-:i_r:.n...?:i.?::.:.:::!/fr ALTERNATE ITEM DISPOSAL OF EXCESS MATERIAL OFFSITE 1 LS $130,000.00 $130,000.00 $92,354.08 $92,354.08 $70,000.00 $70,000.00 $ T: U 10 :emn1. .316AAlr .> Ron.; Pala _. ma Lake Sens 1A.;lBi 2 id/3112 NO. WATER 1B QUANT UNIT UNIT PRICE TOTAL PRICEUNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC-900 1,460 LF $ 33.00 $48,180.00 $38.88 $56,764.80 $ 38.50 $56,210.00 5 1/4"FIRE HYDRANT 4 EA $ 2,700.00 $10,800.00 $3,173.39 $12,693.56 $ 2,900.00 $11,600.00 DOUBLE SERVICE 24 EA $ 1,060.00 $25,440.00 $1,440.17 $34,564.08 $ 1,140.00 $27,360.00 WET CONNECTION 4 EA $ 1,500.00 $62000.00 $197.76 $791.04 $ 980.00 $3,920.00 TRENCH SAFETY 1,460 LF $ 0.50 $730.00 $0.64 $934.40 $ 0.50 $730.00 +,v4:YM•:::Yf/!:G.::::n.... ii{•iiii...... .%4}X{i•}}X4}Y. v.{m:4ytii}.ii:� TOTAL }::}+??A?}...: ,.%? X:.i .�f«.: :{•}} iJ.{i+: v/. vnW:Uf4.. v4.. nr fra4w-: 4u n+w:: to-yfu. ti•}Y•i:C:.. <�;�:: :�:... $105 747.88 .:�4"Y. � -:::{„Xii,+??X4:n?:nt�;.{i?.. $99 820.00 iii{ fr}wp}},S_l,••ii}k}iC^:4}.{'lTh'fi�vi :AW.•.•fiilif{{H/.�SK:irt ?i'vf {ti{ 4sLU::f.:}Xiii::4:3A{n{fi y�S{{x333A' 7 :.v..'3,-�{{%-0G .. OGv.SM._.-•_ t+XfiC:fiv s,{_s'lfi}XS4::ir� ?-t.... �.X• �i�.��vYY kJtt.:/.:i:iX•.\:ir?6L;.M?iv��Y-h. :tiff,[ca.�:i:��-_i�eeowas:v-{' iv ,cxv'. wxfi:N.}.•:3 3: u .c:'.:3..•tt:{:w},:,..:}.: {^}P'Hf.:•n:L.:H x:X4v��p}' .rs_Lifi:S•nfi}:+'_IX3sCM.KY�r�'-.�'4fff.:lrSS:: •#ni+-^X..risitln +}?ti,r.�vQCX4_i{G .:v r{C:•?'iiYt:{•:}:{}Xt h.�i'. .i;+G'f.4v4:.YiY.n.:•t:nx.��4.{IMA;iii__b:+N:{X:Giiv:•:r wr3M.{:T. r•�.+%{s n-4%:iM.+,.ind...••q��vv,: 34rvl+i::i:.\i.F.:v:::.{4:.fN:i,riY% .. _....... _ ._._. ::__. :xn„-. : .n::r3N.t4;{4}X::...�F.Y •.:::::.:{{{:iU:S4X.;1?i}:'{'/.;::.fN}Xi}}Y.A NO. WASTEWATER 1B QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC SDR26 0-8 845 LF $34.00 $28,730.00 $36.24 $30,622.80 $ 32.50 $ 27,462.50 8""PVC 8-10 78 F -.-- DOUBLESERVICE 25 EA $1,100.00 $27,500.00 $1,806.87 $45,171.75 $ 1,120.00 $ 28,000.00 SINGLE SERVICE 1 EA $100.00 $1,000.00 $1,348.07 $1,348.07 $ 1,060.00 $ 1,060.00 TRENCH SAFETY 1,630 LF $1.00 $1,630.00 $1.26 $2,053.80 $ 1.00 $ 1,630.00 MANHOLES 6 EA $4,100.00 $24,600.00 $4,050.57 $24,303.42 $ 3,300.00 $ 19,800.00 T:bidtab EXHIBIT W 15 of 21 Page 16 of 19 STAKING 1,630 LF $1.00 $1,630.00 $1.00 $1,630.00 $ 1.00 $ 1,630.00 .x.%nx{•i'{{{{{.iw.•:.•:.•x:x nw :?44 nx.:::-._._ :-::{{{vi{vv}:.:ti+::::?'fxsi.:i::::i$•:v .. '.rI/N.•:{{?{ ii�l;::ta{'}•i: : mo :!i}f:;;i:'viiii xffix?:4":: :.:f.{?_.. .x',•i�`.F,::. t.W...+f:{.'<'-": -:.^.a:-::ar :h.l...A?i �•v_;:}i�i;'v..v. }.+it3...O.:::iivii_i�y. TOTAL >;�:�;:txt;.,:�:::`s<:>:�:>... ::f;�-<:.;;:�rru1-<.Y.;;i:;;:::i. ?...f,.}}:n}}x{:,;.>::.Y.i;{::i:»:::ii::<;r.::::{•,- 114135.00 <: :�.�}}x.Y.x,:{{{.;:,_{{�i{.v{ ??:,,::>::<iii::i:::i::u:> ii; $ ..., {.. $137 440.44 iY�rilrxr'i:}iYl:4:iN...viiixl;Yry::+ $ 107 842.50 NO. EROSION 1B QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL.PRICE UNIT PRICE TOTAL PRICE REVEG ROW 4,800 SY $0.40 $1,920.00 $0.95 $4,560.00 $0.50 $2,400.00 SCE 1 EA $2,500.00 $2,500.00 $756.25 $756.25 $1,000.00 $1,000.00 SILT FENCE 1,250 LF $2.00 $2,500.00 $2.91 $3,637.50 $2.00 $2,500.00 BIII' A�T1LTON :$id fl eaun 1U111Q6.10 a.m.:; Cash Ctnstruc�la�n Ro�iman.0 n` P : g _ �}nstrucL� Aust En ee� Pilama Lake Seclto> s 1 IB 8:2 1...... 6 :aiili Yi: :i.?N0:{;iii%:i: :•x4.•x ..-i.{.h,vx•Y.::•:x?•: ii•Y+ '•:4r' i:i}133n'+I::JGx4?x '�l. .vx•Yi:?+:}i ":vvti:i..n. yir:.sx? }}h {''�-�-'}{::i[{L[•iii'J�::i i+;!�_} TOTAL `=h ,..:{ k ++.: xs{ ; x r :: ;:.,::?{{.:.xr.:};,{;- 3,h- ;x •:i ::, f. t .h:t $6 920.00 { , ::.,. $8 953.75 n. fi $5 900.00 HffFf�:A+xiS•:{:;Fv[.x�v}Cat�rr�a}+{{A ��::hJWs +{ x: Elm,- .......... � •;;p - � " ? }i:{YJ [ " 7{{:i;,x:: .tx'ads� za�:&scxxr.:K{{{t]�ff.*rR}-'.:..lq,' e4L'-ii}. i .-v,.;.?.:Yn'a'uriG.'4::•- •}]CFfKN��}P�"i:i:;iiitilih v u.��� pa/ i:.{v\ P+++'ii Nx{{??dt{?^:i":+i:?-Y.::F }}pv{.}}L�/:G]t{Hih{CJWv'A'{i:. � v[v +6:•LN•-Y3/aWi }:J��iv{.Ll-.?'{.{.Y:}}M.•%+%?•:•YAIX{S•hi:C!:v"i :{41vY:?::PiE.;s -'tiiv). :{,K•:?__iiuN'?•':}tl:t:x:{,.xM \\ ::::•i:•_:J'$ii6�WJl4•'••~};ivXdsY GRAND TOTAL ALL ITEMS .xv,:rN is Mt„h-{{+ v.> -:i_: ,�:::.:�.. ,�::};w�};;.�s; ;ii�::-,<;: :;,,iii: :Y,:.:,,{. $468 982.00 :x•,�;,�}}�x�;; $536 659.96 .:�,i4xt��.{:. ,i .,.. $50490 NO. ST EXCAVATION&DRAINAGE 2 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE STREET EXCAVATION 22,092 SY $9.00 $198,828.00 $1.70 $37,556.40 $3.00 $66,276.00 18"RCP 1,100 LF $31.00 $34,100.00 $50.84 $55,924.00 $42.00 $46,200.00 24"RCP 387 LF $42.00 $16,254.00 $57.24 $22,151.88 $53.00 $20,511.00 30"RCP 595 LF $53.00 $31,535.00 $74.28 $44,196.60 $71.00 $42,245.00 36"RCP 387 LF $70.00 $27,090.00 $103.77 $40,158.99 $97.00 $37,539.00 42"RCP 327 LF $98.00 $32,046.00 $122.28 $39,985.56 $125.00 $40,875.00 54"RCP 696 LF 30"HEADWALLS 1 EA $1,700.00 $1,700.00 $2,091.65 $2,091.65 $4,400.00 $4,400.00 42"HEADWALLS 1 EA $2,600.00 $2,600.00 $3,127.07 $3,127.07 $5,800.00 $5,800.00 54"HEADWALLS 1 EA $3,300.00 $3,300.00 $4,151.79 $4,151.79 $7,400.00 $7,400.00 INLETS 10-FOOT 17 EA $3,100.00 $52,700.00 $4,248.92 $72,231.64 $3,700.00 $62,900.00 T:bitltab EXIIIIBIT W 16 of 21 Page 17 of 19 GRADE TO DRAIN 85 LF $4.00 $340.00 $4.62 $392.70 $30.00 $2,550.00 TEMPORARY BERMS 1 EA $250.00 $250.00 $1,272.07 $1,272.07 $6,500.00 $6,500.00 STORM SEWER MANHOLES 3 EA $2,500.00 $7,500.00 $3,827.58 $11,482.74 $3,600.00 $10,800.00 JUNCTION BOXES 2 E $3,400.00 $6,800.00 $8,896.83 $17,793.66 $11,000.00 $22,000.00 0 STEEL SLEEVES(CROSSINGS UNDER 42"AND 2--t ILARGER) 21EA $1,000.00 $2,000.00 $2,671.56 $5,343.12 $3,000.00 $6,000.00 .... ........I...I....I...I.............. .11..... .....--...... ........1.11.1 ............ ...... ...... ......... ................... ................. ............... ..................... ...............-................ . .............. .. ............ ... ...................................... ... ..................2..'........"'..,., B ........ :a n! . .........-....... 131.061.10 ........ .............. Am u wm. eer. ON, -BUO :0/ .:a.m4 c WCO an:.Constedcu .... ...I MA' T. an...-....- ti Me I Mle ............ ........ .................. ..................... ...... .............. ............ .............. ....... . ..... .... ...... ........-.................. ....... ........ .......... ........... .... .. ............ ...... .......... ......... .................. ....-xPd, LA Sects IA ...... ....... ... ........... -........ ...................... ........ ...... Oma ie.c.,im.m.: .............................. . $: .......... .......... ................................. ............... .................... ............... ................ . . .......... .... ..... ............. ... .......... . ........................ ...... ................. ... .......... -:1013.U200.6, ...... ............. .............. ...... ........... ....................-.... .......1"I''...1-1-................ ...... TRENCH SAFETY 3,492 LF $0.50 $1,746.00 $1.26 $4,399.92 $1.00 $3,492.00 ONSITE SPREADING AND CT59P7ZTR=F SPOILS 1 LS $65,000.00 $65,000.00 $53,559.97 $53,559.97 $60,000.00 $60,000.00 STAKING 3,492 LF $1.00 $3,492.00 $1.00 $3,492.00 $1.00 $3,492.00 ROUGH CUT/EXCAVATION STAKING ALREADY COMPLETED 1 LS $4,333.00 $4,333.00 $4,333.00 $4,333.00 $4,333.00 $4,333.00 TOTAL $578,614.00 $548,597.64 ........ ... ----------- .................. ...... ...... . ....... --- ALTERNATE ITEM DISPOSAL OF EXCESS MATERIAL OFFSITE 1 LS $17,000.00 $17,000.00 $127,678.59 $127,678.59 $40,000.00 $40,000.00 NO. WATER 2 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8" PVC-900 4,616 LF $26.00 $120,016.00 $32.67 $150,804.72 $38.50 $177,716.00 5 1/4"FIRE HYDRANT 11 EA $2,700.00 $29,700.00 $3,173.39 $34,907.29 $2,900.00 $31,900.00 8"GATE VALVE 14 EA $780.00 $107920.00 $1,397.20 $19,560.80 $800.00 $11,200.00 DOUBLE SERVICE 43 EA $920.00 $397560.00 $1,440.25 $61,930.75 $1,140.00 $49,020.00 SINGLE SERVICE 3 EA $700.00- $2,100.00 $1,190.75- $3,572.25 $980. ----S-Z,-940.00 WET CONNECTION 2 EA $1,500.00 $3,000.00 $197.76 $395.52 $800.00 $1,600.00 ADJUST VALVE CASTING 14,EA $100.00 $1,400.00 $212.05 $2,968.70 $220.00 $3,080.00 EIRRIGATION SLEEVES 1 EA $1,000.00 $1,000.00 $368.32 $368.32 $1,700.00 $17700.00 TRENCH SAFETY 4,616 LF $0.50 $2,308.00 $0.64 $2,954.24 $0.50 $21308.00 T:biftb 17 of 21 EXHIBIT W Page 18 of 19 •vv{v-.v...•'.}}i{+iv�•i:�i:?{•:-:.ii:%}}tiiYr'r:i}} ?:iL'ii:-i.v: f f }}:{rff,:i..Y{:l:}}Yi: ::vvi\{:•: ...:'C::ix-} rfixfih YA. vvvu?: .. t:{:+r%ti0:{.}}:vii.{.:i-}}%-:.iii •'i: ?.., is{.::::.:? .}. 281464.00 x::{{::iii::iin. 62 59 :iXt:.}}::�:{:riN{:::viiiiiiiiiiih,.:. ,:.}X{fifi:} : 277 4 ;�:::r '::->::.-::::�::::::: : ,fi{fi:..........:,.}Y $210 004.00 $ , TOTAL .......::}:: •X:.�Y::?tfi::+:{:.}:{{ixiiii:;i-i;•-: , .}}%.:{:..:.ii:;.:;+.::: :-:: .}xxii::i:i-ii.:: -:::. +...•.--r---------- X,.:}::;::}} .::.i-::-x. :v+.:.....:.::f:»x:r:{.i:.iii.::::.:�. :.....i}}:.----.. 1: I Iib ID am s Cn�ruchnn Roman< onstruclinn Austin E eerug BIDABiLATIO Bich:Opeunng U1: (. nen Paloma Lake Sect�csA IB 2 NO. WASTEWATER 2 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE 8"PVC SDR26 0-8 1,284 LF $24.00 $30,816.00 $36.24 $467532.16 $32.50 $41,730.00 �. 0 3 6.00 $27 720.00 o F 26.00 `'' ` # > >. $41.16 $31 693.2 $ , 8 PVC SDR26 8 10 77 L $ ,. ::::::. , 8"PVC SDR26 10-12 474 LF $28.00 $13,272.00 $48.34 $22,913.16 $42.00 $19,908.00 8"PVC SDR26 12-14 100 LF $30.00 $3,000.00 $57.55 $5,755.00 $50.00 $5,000.00 DOUBLE SERVICE 28 EA $790.00 $22,120.00 $1,806.82 $50,590.96 $1,120,00 $31,360.00 SINGLE SERVICE 5 EA $660.00 $3,300.00 $1,348.38 $6,741.90 $1,060.00 $5,300.00 TRENCH SAFETY 2,628 LF $1.00 $2,628.00 $1.26 $3,311.28 $1.00 $2,628.00 MANHOLES(STANDARD) 10 EA $3,500.00 $35,000.00 $4,058.20 $40,582.00 $3,300.00 $33,000.00 EXTRA DEPTH MANHOLES 4 VLF $300,00 $1,200.00 $452.69 $1,810.76 $300.00 $1,200.00 STAKING 2,628 LF $1.00 $2,628.00 $1.00 $2,628.00 $1.00 $2,628.00 •:?:i::•:•ii:H::iFi•}:.xiii{-..:-::""v_--::.}• :::\f{r,'i 's .-:ttt?ti. {{•:IXfi%{???vv.:WxKxii:X' ?.v.;M.SYf.{-04:iris:"i-' :u .:..iv: :f:i 170 474.00 , 8 42 ...i,�{:??fix~:�..i,.:: : $ $212 5 5 ...w�: , TOTAL >I.��........... x"�•Y{.:i.. v. rfiw. :-hwii.i..:.v1.....v:Xt.:fi.ii.�::{.}M.•}.S%.{WyCrf'v.�;OY{x+fv+[}N.4!/.�n.Xr.x.f•:{.fO•.x�r.y:i.�....{:i.y}�Y;i,•iii"•;.{YKtfiF\}C::i.}fiOk X }K4AYif,fvt:.cvv.{w?-'-w:xgAvf�.•'L}iYy}::.' +rfiM'{fvtif+fvt•rfYi'i:i{.:i�.;•-."..;:i:�i--v:.v-:.{{vi:hwit?tiYAX.;'x-fiMY{:y•v}C;i}xhh\r"•Xhr• :{. fi�?4+fYi�f.'r.r.3i., :i.iJs::{::i-"ii-:"Xi.4.{Cv-:*{:-MhT':-�i+h•.}W{•fYfN•:x::'}A•vY\d•ib•i: % NO. EROSION 2 QUANT UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE REVEG ROW 8,290 SY 0.40 3,316.00 $0.95 $7,875.50 $0.50 $4,145.00 REVEG OTHER AREAS 51700 SY 0.40 2,280.00 $1.77 $10,089.00 $0.50 $2,850.00 ROCK BERM 120 LF 25.00 3,000.00 $14.81 $1,777.20 $25.00 $3,000.00 1 LS 2,662.00 2,662.00 $2,662.00 $2,662.00 $2,662.00 $2,662.00 STAKING SILT FENCE ALREADY COMPLETED •{c;{n}?}}i}i}h+}%{{.Y.?{:::.:w:.vvv: hvMx?•%+}%•?xfi:•:?+i.-:: O,S;}%4.i.'ti?�:-iiC�]ii}.vi}{{:i: �::::}:i:t�: } fiGY{L+}ititfi:9X+\+Yfn+}%:J..}x.X-:i-}X+::i i-:4'':.':+•i vix}•::i'n` v::i:itii}}Y:a fft: rh Nfri..Y t.;xi•}JGPx?{4.v. .••Yv•" :K: :ff, Yk:{:n:+;.}}h +.Y:.Y.:>-«}ii 11 25 8.00 {rte +Y.}}Y 22 403.70 .x{,i x :i 12,6 TOTAL �?:.: inu:i }�;..i}:«�ti'�:fi�ss�: -=:i ,r+.;..,h:Yi-i- $ {:i_ :;x: .?4w.xk;r' :• , Y,�f.�{:;�•• �::vxw�;,tf. - 'v?ri✓r ff.3'n�: R..:.%i.}}4+hv:fl�..:4... fiuL. -OiGGt�'.. :..... nXn:{3xi?:{fi'th{t -,+:•.%n::+%=�ixavxi:,.iiMfiX�.+ce}Yn.+.axq:ox•oux{} '%rf� 3r.�: :A :x4AGWi:}}iY•fA"{�YMvtlYrf.-0M'3'r'.{{:'t Y'Mybr: i-y?♦ f •. x/i3xt}}iv�:f.•}}}Yf.?%LGr}x i•:Q^''v K^....•ACIXM: fiUx.. i :{i•^%?:fX:Y#+i+.v-.:i-0'tl:'vAv: .. .......... ... ... ,8?N/x'Y-"2.:MYC{{ .i{iv:..v x.:WY:6..KSxw':dxt:" AC{{i.{•xG:4': }ux::v }+h+r •{... tf •fiW w_wn'wfi�::fi:{wr.;vff:'-`a°a#K.r."s�'i•:..x{ti4 :.•-'; '.v.'.lasRo-w�::�su.•ryi w.rxs;:.:,vt :H.sY>_+?+s.,•'+�.:ryh. '�}f.L.:{�wxi:t.'c�'};?�ia�+w`..•h '. x:..i•,hk.:.+�>�°i.YcifffY•�;ry:�:r tx::ac'°wc:acrac ,a�ussu s`axi:.ri„•• .:,t?._... •Y.s(-Facm+.?-x.x!:'ir. •?fix>:• u•:•: h'•%n:S:uttix:.u•. x .. . nma.,-0o":Yf.;rfx+:YR#ii: l'i? +.secauaa.+ t ;r.:i',+"wt•++v:•xfix•:fixff+n/fri-x-:ii:,x ,atia:a f,c?,Gwa::{s;Zo+. 'SBU+%'"�+=e%.•'�':.::.=-{4 u,ci• Y � n s x{i;„.. .+{•' .YffA. ::{v. 'Atb:.:{viv .t..4 Y::?{+N..•::. '�{ "KvYvi fvCAv:}p�?rrx+ifffiL{:i is}iivv. i(.?]4 ' ri•WiG}Y"uf:vr ff.0t/ {:#:i�X-%}-'f 4, / YifAs••. W:vii::•Yfi%f'i{{.i. +K��{{•h":V� �+.f Aii{-hEY*hh`^�UYv�Ni}v;v Y.vIX• �x�Xti:}:fiYBis} :r��: irrf t:A"liCi{Cfi:^:v8{�.f: i..x%-}:C:fns/:{+M::i.:f.+ff Yis i{rimy •X:-?{A u..M]x{vLdi+XCvhUX :{?-}}:{4ffitv{-'3iY,8[{;.h•XYf/.W•••h -: ,ff{ria�.;C%riJBf'vff,�l-•A•'-•''v.:v xiX{ty r]N.L::xi v::-- xv xt4:{•:�:IX4x/t•:• -• ...K•Xfi.'yi{i:•-. ... ...... 'vi}�•hl fn fh}'YrYff.{ 'ryt Y�xi3:_i{._, r... .........:$i...{•.{4•...A: :.'- ..... /..u. fnv4?Sfif:tvfi...vi vti N. %rfii}uW.r . Sv?v .?.•.v. .. .... M%•XS+v+C•fffi:?•%3FfifNJYifivu:.}}}-... vx•.t .:i-•, . ,...?...ei:};rx..v.•Y.•;.:iJS:. ,v%.::?{4.ix.?A\i iv: ��.- �•-• ��► �ii: ALL ITEMS }: ? >.iv{.i�fi }Y:}X.:M------ :}x::Yii�:.iin:,... 933 860.00 KX ::{:} :..,xfi�h�:. $1 061 022.35 GRAND TOTAL }:r..s...:.v{vv.:x.v:.,-.,�}%:r<:x{, Yis+::..:::::,:::�, � } > > ... T:bkW EXHIBIT W 18 of 21 Page 19 of 19 CITY OF ROUND ROCK WILLIAMSON COUNTY, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ROUND ROCK, TEXAS CONSENTING TO THE ANNEXATION OF 1.339 ACRES OF LAND INTO PALOMA LAKE MUNICIPAL UTILITY DISTRICT NO. 1 ANDCONTAINING FINDINGS AND PROVISIONS RELATING TO THE SUBJECT. WHEREAS,Paloma Lake Municipal Utility District No. 1 (the "District") lies within the extraterritorial jurisdiction of the City of Round Rock(the "City"); and WHEREAS, the City has received a request from the owner of approximately 1.339 acres of land into the District; and WHEREAS,the City is willing to consent to the District's annexation of the land; BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK, TEXAS: Section 1. That the City hereby consents to the annexation of the 1.339 acre tract of land more particularly described on Exhibit "A", attached hereto and incorporated herein for all purposes,into the boundaries of Paloma Lake Municipal Utility District No. Section 2. No further action on the part of the City will be required to evidence its consent to the District's annexation of the land described on Exhibit "A", but the City agrees to provide additional confirmation of its consent if requested to do so by the landowner or the District. Section 3. If any provision of this resolution or the application thereof to any person or circumstance is ever be held to be invalid or unconstitutional by any court of competent jurisdiction, neither the remainder of this resolution, nor the application of the provision to any other persons or circumstances will be affected thereby. Section 4. The City Council officially finds, determines and declares that sufficient written notice of the date, hour, place and subject of each meeting at which this resolution was discussed, considered or acted upon was given in the manner required by the Texas Open Meetings Act, as amended, and that each such meeting has been open to the public as required by law at all times during such discussion, consideration and action. The City Council ratifies, approves and confirms such notices and the content and posting thereof. 2007. PASSED, APPROVED AND ADOPTED on the day of — ' 260548-3 12/19/2006 EXHIBIT Y Page 1 of 4 CITY OF ROUND ROCK, TEXAS By: Nyle Maxwell, Mayor ATTEST: Christine R. Martinez, City Secretary 260548-3 12/19/2006 EXHIBIT Y Page 2 of 4 1.339 Acres A PARCEL OF LAND IN WILLIAMSON COUNTY,TEXAS, BEING A PART OF THE ROBERT McNUTT SURVEY, ABSTRACT No. 422,AND BEING A PART OF THAT 161.11 ACRE TRACT OF LAND CONVEYED TO CHESTER MADSEN AND WIFE, JOYCE-MADSEN, BY DEED RECORDED IN VOLUME 434, PAGE 176 OF THE. DEED RECORDS OF WILLIAMSON COUNTY,TEXAS, AND BEING MORE.- PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN at a 1" iron pipe found at the remains of a cedar fence post for the Northwest corner of the said 161.11 Acre Tract, the Northwest Corner of the McNutt Survey and for a corner in the Easterly.Line of that 151.52 Acre'Tract of land conveyed to Paloma..., Lake'Development by deed recorded in Document No. 2005076981 of the Official Public Records of Travis County,Texas; THENCE S.89°59'04"E., along the North Line of the said 161.11 Acre Tract, the North Line of the McNutt Survey, and along a line common with the said 151.52 Acre Tract, a distance of 342.27 feet to a point on a non-tangent curve to the left; THENCE southwesterly along the arc of said curve and crossing the said 161.11 Acre tract, a distance of 548.56 feet (said curve having a radius of 1050.00 feet, a central angle of 29°56'01" and a chord bearing 8.38'42'31'W., 542.35 feet)to the West Line of the said 161.11 Acre Tract and to an East Line of the said 151.52 Acre Tract; THENCE along the West Line of and the said 161.11 Acre Tract the same being an East Line of the said 151.52 Acre Tract the following three courses: 1. N.00°30'11"E. a distance of 25.89 feet to a 1" iron pipe found; 2. N.0201 1'03"E. a distance of 120.77 feet to a nail set at a fence post; 3. N.01"38'39"W. a distance of 276.85 feet to the said Point of Beginning. Containing 1.339 acres, more or less. 441 C' J. Kenneth Wei and JOHN KENNETH El AND Registered Professional Land Surveyor No. 5741 "' ""•'••••••••.••... State of Texas �.y'�°Fe s s1 .......... S U� RJ Surveying, Inc. _ 1212 East Braker Lane Austin,Texas 78753 SALAND1001-105011046\1,046-900-115.rtr EXHIBIT Y Page 3 of 4 PALOMA LAKE DEVELOPMENT, INC. / \ PS 151.52 ACRES / \ ° f DDC. 2005076981 POINT OF 58959'04"E r BEGINNING — — — — .J 342.27' 1.339 ACRES o . CHESTER MADSEN AND -JOYCE'MADSEN W t REMAINDER OF 16 1.11 ACRES VOLUME 434, PAGE 176 0 L=548.56' Lu R=1050.00 W ;o d=29 56'01" J 0 J 4R " CHORD BRNG=S38'42'31 V CHORD=542.35' o JW u')25 U , \ Q 41 1 1 44 \ Lb Z_ JON , \ \ o N I 5� TROY FARMER \ \ 9 / \ 1.00 ACRE TRACT Lr) I / , DDC. z` 2000009611 a a 1 DUVAL C. JR. & 1 GERALDINE K. JARL \ \ 1 4.46 ACRES VOL. 792 PG. 319 o I \ \ \ t I'D I \ \ v 0 m \ t0 0 SKETCH TO ACCOMPANY DESCRIPTION o LEGEND: (SEE DESCRIF77ON ON A SEPARATE ATTACHMENT) zDATE.• OCT 18, 2005 SCALE.- I" = 1-00' a xzF = FOUND IRON ROD iPF= IRON PIPE FOUND RJ SUR VE PING, INC. w �' 7272 E BRAKER LANE AUSTIN, TEXAS 78753 (512) 836-4793 PETITION TO THE CITY OF ROUND ROCK,TEXAS,FOR CONSENT TO ANNEXATION OF LAND INTO PALOMA LAKE MUNICIPAL UTILITY DISTRICT NO. 1 (1.339 ACRES) THE STATE OF TEXAS § COUNTY OF WILLIAMSON § TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF ROUND ROCK, TEXAS: The undersigned (the "Petitioner', the owner of the land described in "Exhibit All, attached hereto and incorporated herein by reference (the "Property"), by this petition respectfully requests the approval of the City of Round Rock, Texas to the annexation of the Property into Paloma Lake Municipal Utility District No. I (the "District"),and in support of this request would show the following: I. The Property consists of 1.339 acres, more or less, situated in Williamson County, Texas, as more particularly described on Exhibit "A". attached hereto and incorporated herein for all purposes. II. The general nature of the work proposed at the present time to be done to serve the Property is the construction, acquisition,maintenance and operation of a waterworks and sanitary sewer system, and the construction, acquisition, improvement, extension, maintenance and operation of works, improvements, facilities, plants, equipment and appliances helpful or necessary to provide more adequate drainage for the Property, and to control, abate and amend local storm waters or other harmful excesses of waters, and such other construction, acquisition, improvement, maintenance and operation of such additional facilities, systems, plants and enterprises as may be consistent with the purposes for which the District was created. III. There is a necessity for the improvements described above. The Property is currently proposed to be developed for residential purposes. There is not available within the Property an adequate waterworks system, sanitary sewer system, or drainage and storm sewer system, and the health and welfare of the present and future inhabitants of the Property, and the areas adjacent thereto,require the construction, acquisition, maintenance, and operation of an adequate waterworks system, sanitary sewer system and drainage and stormwater system to serve the Property. IV. The proposed improvements to serve the Property are feasible and practicable, and the terrain of the Property is such that a waterworks system, sanitary sewer system, and storm sewer system can be constructed at a reasonable cost. 1 260548-3 12/19/2006 EXHIBIT X Page 1 of 4 V. A preliminary investigation has been made to determine the cost of the facilities required to serve the Property, and it is estimated by Petitioner, from such information as it has available at this time,that the cost of the facilities will be approximately$100,000. WHEREFORE, the Petitioner respectfully prays that this Petition be approved and that the City consent to and approve the annexation o e Property into the District. RESPECTFULLY SUBMITTED this day of 2007. PALOMA LAKE DEVELOPMENT,INC.,a Texas corporation By. B Magee,President Date: 3 � STATE OF TEXAS § COUNTY OF j!`0,Vi-S § This instrument was acknowledged before me this 3 qday of 2007, by Blake J. Magee, President of Paloma Lake Development, Inc., a Texas co oration, on behalf of corporation. JULIE S. WEBER Notary Public,State of Texas N ublic- Sta e o exas , My commission Expires ( € ;. %. May 05,2010 2 260548-3 12/19/2006 EXHIBIT X Page 2 of 4 1.339 Acres A PARCEL OF LAND IN WILLIAMSON COUNTY,TEXAS, BEING A PART OF THE ROBERT McNUTT SURVEY, ABSTRACT No. 422,AND BEING A PART OF THAT 161.11 ACRE TRACT OF LAND CONVEYED TO CHESTER MADSEN AND WIFE, . JOYCE-MADSEN, BY DEED RECORDED•1N VOLUME 434, PAGE 176 OF THE DEED RECORDS OF WILLIAMSON COUNTY,TEXAS,AND BEING MORE':-: PARTIOULARLY DESCRIBED AS FOLLOWS: BEGIN--at a 1' iron pipe found at the remains of a cedar fence post for the Northwest corner of.the said 161.11 Acre Tract, the Northwest Comer of the McNutt Survey and for a comer in the Easterly..Line of that 151.52 Acre'Tract of land conveyed to Paloma Leke•Development by deed recorded in Document No. 2005076981 of the Official Public Records of Travis County, Texas; THENCE S.89°59'04"E.,along the North Line of the said 161.11 Acre Tract,the North Line of the McNutt Survey, and along a line common with the said 151.52 Acre Tract, a distance of 342.27 feet to a point on a non-tangent curve to the•left; THENCE southwesterly along the arc of said curve and crossing the said 161.11 Acre tract, a distance of 548.56 feet (said curve having a radius of 1050.00 feet, a central angle of 29°56'01"and a chord bearing 5.38'42'31"W., 542.35 feet)to the West Line of the said 161.11 Acre Tract and to an East Line of the said 151.52 Acre Tract; THENCE along the West Line of and the said 161.11 Acre Tract the same being an East Line of the said 151.52 Acre Tract the following three courses: 1. N.00"30'11"E. a distance of 25.89 feet to a 1" iron pipe found; 2. N.0201 TOTE. a distance of 120.77 feet to a nail set at a fence post; 3. N.01"38'39'W. a distance of 276.85 feet to the said Point of Beginning. Containing 1.339 acres, more or less. AJ. Kenn��eth��Wel6and JOHN KENNETH ENNETH K'••'••- -••WEl--••�•D GAND Registered Professional Land Surveyor No. 5741 ~............• 5741 "rq State of Texas -9 �oF o��•p RJ Surveying, Inc. .S UP`I 1212 East Braker Lane Austin,Texas 78753 S'%LA IVO1001-14)5011048114)46-904)-115.rtf EXHIBIT X Page 3 of 4 g PAL DMA LAKE DEVELOPMENT, INC. / 151.52 ACRES f ���yp0�40 DOC. 2005076981RIC POINT OF J 589'59'04"E / BEGINNING — — — J 342.27' 1.339 ACRES o CHESTER MADSEN AND wJOYCE MADSEN LtzREMAINDER OF 16t.11 ACRES VOLUME 434, PAGE 776 L=548.56' R=7050.00' 4 t--29 56'01" w o Fp CHORD BRNG=S38'42'31"W N 6 p{ CHORD=542.35' Q � o� W 1 L' o N A(p TROY FARMERL j / 1.00 ACRE TRACT / DOC. 2000009617 a cu N DUVAL C. JR. & � 1 c GERALDINE K. JARL \ 4.46 ACRES \ I VOL. 792 PG. 319 \ `` ID 0 1 3 ` O O n SKETCH TO ACCOMPANY DESCRIPTION (SEE DESCRIPTION ON A SEPARATE ATTACHUENT) Ey c LEGEND: rRr = FOUND IRON ROD DA 7F.- OCT. 18, 2.005 SCAL�E•/ 1" = 700' a��= IRON PIPE FOUND R J SUR VE YI/Y G� INC. a n 7212 f BRAKER LANE AUSTIN, TEXAS 78753 (572) 836-4793