R-2025-134 - 5/22/2025 RESOLUTION NO. R-2025-134
WHEREAS, the City of Round Rock has duly advertised for bids for the Greenlawn
Boulevard Project; and
WHEREAS, Austin Engineering Co., Inc. has submitted the lowest responsible bid; and
WHEREAS, the City Council wishes to accept the bid of Austin Engineering Co., Inc., Now
Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK,TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City a contract
with Austin Engineering Co., Inc. for the Greenlawn Boulevard Project.
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 22nd day of May, 2025.
CRAlound
RG , Mayor
City r
k, Texas
ATTEST:
-dor
ANN KL ity Clerk
0112.20252;4937-82942528
K FRIESE
+ ASSOCIATES
ROUND ROCK TEXAS LoeNwew
March 4, 2025
Mr. Reuben Ramirez
City of Round Rock
3400 Sunrise Road
Round Rock, Texas 78665
RE: Greenlawn Boulevard Recommendation of Award
Dear Reuben,
On February 20, 2025 at 2:00 PM bids were opened at the City's office for the Greenlawn Boulevard
project. Twelve (12) bids were received as shown in the summary below. A detailed tabulation for unit
price items is attached to this letter.
Proposal Proposal Cost Amount
Austin Engineering Co,INC $ 13,953,194.32
Dan Williams Company $ 14,258,018.52
Jordan Foster Construction $ 14,384,157.54
Joe Bland Construction $ 14,570,635.19
Cash Construction Company,INC $ 14,775,763.44
Liberty Civil Construction,LLC $ 15,201,660.79
Smith Contracting Co,INC $ 15,413,413.11
Texas Road,LLC $ 15,499,127.60
Chasco Constructors $ 16,129,247.79
Capital Excavation Co $ 16,298,995.76
Patin Construction LLC $ 17,734,947.36
Aaron Concrete Contractors,LP $ 17,759,395.62
There were a few differences for two (2) proposals between the as-read and their supplied Bid Forms
and were highlighted in the tabulation.
The low bidder was Austin Engineering Co, Inc. The bid bond and Statement of Bidder's Safety
Experience required by the Instructions to Bidders was included with the bid. We recommend that the
contract be awarded to Austin Engineering Co, Inc in the amount of$13,953,194.32.
Should you have any questions, please feel free to contact me.
Sincerely,
..............................*0
$AUSTIN M MESSERLI j
�/-o_........................:...�
9.,. 135510
Austin Messerli, PEINCE N �O �=:
K Friese + Associates ttti;`IoNAL
Ilarchv 4, 2024
Attachments: Bid Tabulation
ROUND ROO(TEXAS
City of Round Rock
Gnanlawn Blvd
Bid Tabulation
E.~1 End- ron ConaBb COMr ,LP In EO-Im Co,INC C.P"EiravBBon Co
REM MD. REM DESCRIPTION UNIT QUANTITY UNIT COST REM COST UNIT COST REM COST DIFFERENCE % UNIT COST REM COST DIFFERENCE % UOST R
NIT CEM COST DIFFERENCE %
28
1 PREPARING ROW STA 53.28 $ 4,250.00 S 228,348.20 S 2,00000S 108,518.80 $ (119,83140) -52.94%$ 2,000.60 f 188,54316 S (119,199.") -52.93% f 2
O.W S 108,518.80 f (119,831.40) -52.91%
2 REMOVCONC(DRIVEWAYS) BY 1476 f 1500 $ 22140.00 S 44.00 f 84,944.00 $ 42,80100 19333%$ 1500 f 22140.00 S 0.00% f 43.00 f B3468.W S 419328.00
188.81%
3 REMOV CONC(SIDEWALK,RAMP OR SUP) SY 1135 $ 1000 S 11,350.00 3 4000 $ 45,400.00 S 94.050.00 300.00%$ 1SW f 11,025.00 S 5,87500 50.00% S 2300
$ 28,105.00 f 11,766.00 13000%
4REMOVCONC(CURB) LF 5219 f 8.00 i 41,752.00 3 8.00 $ 31,314,00 f (10,438.00) -2500%$ 2.00 i 10,,13800 $ (31,31400) -25.00% $ 13,10 $ 88,83400
S 23182.80 81.50%
5 REMOVCONC(RETAINNGWALLS) BY 27 f 25000 S 6,750.00 $ 170.00 $ 4,590.00 f (2,19400) -32.00%f 78.00 $ 2,10800 S (4,941.W) -08.80% $ 300.00 $
SAWN f 1,350.00 20.00%
6 REMOVCONC(RAIL) LF 240 $ 8000 f 14,400.00 3 40.90 S 8,800.00 $ (4,800.00) -33.33%S 32.00 f 1158000 S (6,72000) 46.87% f 37.00 $ B,BBO.W
f (6.520.00) 38.33%
1 RMV(0'-10')TRTNNTRT EASE "PH PAV SY 13172 S 700 S 92,294.00 f 1200 f 158,064.00 f 65,88000 11.13%S 2.50 $ 32930.00 S (5927400) 461.29% S 10.00 $
131,720.00 S 39,518.00 12.88%
8 EXCAV(ROADWAY) CY 31338.9947,1 f 1800 $ 664,100.63 f 20.00 I f 623728.88 f 62,6T287 11.11%f 8.00 f 25371148 S (313,38935) -55.58% S 2300 f
794,785.50 $ 158,881.81 27.78%
9 EXCAV(SPECIAL) NTGL
BBN $ 20.00 $ 173000.00 f 34.00 $ 299200.00 S 123,200.00 70.00%S 12.00 f 105,800.00 It (10.400.00) 40.W% S 2655 $ 233,800.00 S 51,6/000 32.75%
10 EMBANK(FNLXOCXTY A) 8980 f 10.00 $ 179,800.00 f 5500 f 491,450.00 f 314,85000 175.00%f 5.00 $ 14,950.00 S (131,%000) -7500% $ 45.00 $ 404,550.00
f 224,750.00 125.00%
11 EMBANK(FNLXDC)(TY A) 38880 f 20.00 f 737,800.00 f 85.00 S 2,397,850.00 f 1,880,050.00 22500%$ 2800 S 1,032,920.00 S 295,12000 ,10.00% $ 37.00 $ 1,384,830.00
f 827.130.00 85.00%
12 FURN 6 PLACE TOPSOIL(4-) 25944 $ 1.50 f WAR!00 f 3.00 $ 77,832.00 S 38,916.00 100.00%$ 3.00 S 77,83200 f 3391300 10000% $ 5.00 $ 129,720.00
S 90,804.00 23333%
13 BROADCASTSEED(PERM URBAN_CLAY) 259" f 100 S 26,941.00 S 0.30 f 7,783.20 $ (111,180.80) -70.00%$ 0.20 S 5,188.80 $ (20,75520) -00.00% f 0.30 $
7,78320 $ (1318000) -70.00%
14 BROADCAST SEED(TEMP_WARM) 12872 f 394 f SAW 00 S 0.20 S 2,6D4A0 f (3,891!0) -WW%$ 0.20 f 2,594.10 $ (3,891.80) -0000% f 0.20 f 2,694.,10
f (3,881.00) -00.00%
15 BROADCAST SEED(TEMP_COOL) 12972 $ 0.50 f 8,488.00 f 0.30 $ 3.91.80 f (2.59440) 4000%S 0.20 f 2,59440 $ (3,89180) 46000% S 0.25 f 3,243.00
f (3,243.00) -50.00%
18 VEGETATIVE WATERING SON S 1500 f 57.900.00 S 5300 f 243,18000 S 135,260.00 320.00%S 800 f 31,740.00 f (23,180.00) 4000% f 1.15 f 4,139.00
f (53,18100) -82.33%
17 FL BS(CUP IN PLCM A GR SXENAL POS) 9228 S 5500 S 947,5%.00 S Tam S 72909100 S 221,498.00 4381%S 71.00 f 866,2..00 S 147,88100 "W% 3 94.00 S 580,85800S8308100
18.38%
tB GEOGRID BASE REINFORCEMENT(TYPE 2) 27872 S 5.00 f 13338500 f 5.00 f 133385.00 S 0.00%f 3.00 f 83,03100 f (5545100) 4(100% f 4.50 f 124,548.94
S (13,838.50) -10.00%19 PRIME COAT(MG30 OR AE1) 4337 f 8W S 28.02200 S 4.00 S 17,318.00 f (8,874.00) -33.33%f 400 3 17,348.00 S (3874.00) 3333% f 3.85
f 18,697,05 S (9,324.55) -35.83%
20 D-GR HMA TVA PG8422 7351 $ 120.00 $ 882,12000 It 120.00 f 882.120.00 f ON%$ 118.0 $ 852,71800 f (29,,100.00) 331% f 104.00 f ]81.501.00 $ (117,818.00)
-13.33%
21 0.GR.--T CPG702M TON 2452 It 1406W S 313,280.00 f 15!.00 f 381.8100 f 41,681.00 1214% f 15100 $ 37325200 i 26,97200 788% i 138.00 f 333,47200
f (SOWN) -2.88%
U TACK COAT GAL 2170 It 5.00 $ 10,85000 S 4.00 f 8,880.00 S (2,170.00) 30.00% $ 4.00 $ 8,88000 f (2,170.00) -2(I00% $ 3.70 $ 8,029.00
f (282100) -26.00%
23 PLANE B TEXT ASPH CONC PAV(0-TO T) SY 2869 f 2000 S 57.380.00 $ 4.00 f 11,475W f (45,901.00) -0000% S 4.00 f 11,476.00 f (0,9046W) -8000% f
3.45 f 9.086.06 S (47,481.95) 42.76%
24 CUT 6 RESTORING PAV SY 4" It 40000 S 1Bp70000 $ 305.00 f 144,255.00 f (",935.00) 43.15% $ 9700 $ 45,88100 $ (1,13,31900) -1575% f 13700 $ 80.0100
S (124,398.00) -06.75%
25 CEM STABIL BI(EL CY 280 $ 28600 S 14,20000 f 123.00 $ 82A40.W $ (11,780.00) -15.85% f 23700 S 88.38000 f (1,840.00) -1057% $ 238.00 S 8308000
f (8,12000) -1394%
" TRENCH EXCAVATION PROTECTION lF 2RI2 $ 8.00 $ 20.81800 S 3.00 $ 7,008.00 f (13,01000) ,1,W% f 5.00 f 13,Ot3W $ (7,806.00) 37.50% f 10.30
f 28.80080 f 5,98/.80 2376%
27 DRILL SHAFT(38 IN) lF 1514 S 396.00 $ 598.03000 It 550.00 f 83270000 f 231.670.00 39.24% S 375.00 S 587.75000 f (33280.00) b5w% f 24900 f
378,888.00 i (221014.00) -38.98%
28 CRILL SHAFT(RDWY ILL POLE)("IN) LF 392 $ 450.44 It 178,400.00 S 319.00 $ t2594B.W f (51,352.00) -29.11% f 31100 f 121,912.00 $ (51,188.00) 30.89%
f 27000 f 105,31000 f (7358000) 40.00%
28 DRILL SHAFT RRF SIG POLE)(38IN) lE 13 S 559.00 f 7,281.00 f 513.00 f 7058.0 $ (208.00) -2.88% $ 14500 $ 1,885.00 f (5,382.00) -74.06% $
45000 i 5,850.00 f (1141700) -195056
30 DIIILL SHAFT(TRF SIG POLE)("IN) LF " $ 800.00 f 35.20000 S 702.00 f 3388800 $ (441200) -12.25% f 694.00 f 30.538.00 i (4,881.00) -13.25% f 58000
S 25.52000 f (388000) -27.50%
31 CL A CONC(COl1AR) EA 1 $ 1,860.00 f 1,85000 f 2,270.00 $ 2,270.00 $ 420.00 22.70% i 532.00 f 113200 f (11218.00) 465.81% $ 4,50000
S 4,60000 f 2,56000 16324%
32 CL C CONIC(MUT) CY t024 f 1,500.00 S 150,36000 S 1,20000 $ 123,4W.W $ (30,870.0) -2000% S 1,3541.W S 139,738.20 f (11,811.0) -947% $ !,14000
i 117,3011.00 f (37,044.00) -A 00%
33 CLCCONC(CAP) CY 102.1 $ 1,87500 f 111,017.50 S 11200.00 $ t22,520.W f (45.497.50) -28.38% f 1,2WW S 122520.00 $ (43487.50) -2838% f 1,50000 f
152150.00 S (11,1181.50) -1045%
34 CL C CONC(COLUMN) CY 24.1 $ 1,875.00 f ,10.38750 f 1,,194.44 It 33,740.00 $ (8,827.50) -1842% S 1,458.00 It 35,13780 f (572970) -1288% S
3,310.0 S 79,171.00 f 38.03.50 9761%
35 WINE CONC SLAB SF 12961 S 3200 f 414,752.00 S 2300 f 324,025.00 $ (9372700) -21.88% f 2800 f 338,986.00 S (77,788.00) -1375% f 1200 f
285,142.00 $ (129161000) -31.25%
38 BRIDGE SIDEWALK SF 2852 f 80.00 f 159,120.00 f 1200 f 31,82400 $ (127,296.00) -80.00 f 13.00 f 3 P478.00 $ (1241814.00) -78.33% $ 12.80 f
33,415.20 f (125,701.0) -7900%
37 APPROACH SLAB CY 213.9 S 77500f 185,772.50 S 78500 f 167,811.50 $ 2,13900 1.29% f Belowf 181,012.70 f 25,240.20 1523% S WON $ 203205.00 $
37,432.50 22.58%
311 PRESTR CONC X-BEAM(5XB20) lF 1303.08 $ 33200 S 43282258 $ 370.00 It 182139.60 $ 19517.4 1145% $ 410.00 S 534,28280 S 101181074 23.48% S 300.0 $ 394,924.00
f (41,898.50) 4.94%
39 RIPRAP(CONCX6 IN) CY 911 $ 875.00 f 5382500 S SO4.00 $ 59790.0 f (7,02900) -10.52% f 1,24000 S 122780.00 S 55835.00 83.70% f 88300 $ 65,14000
i 18,315.0 27.41%
40 RIPRAP(MOW STRIPX4 IN) CY 18 $ 79400 S 12,000.00 $ 723.00 f 11,58800 $ (43200) -3 W% $ Blow S 13,820.00 S 1,920.00 1800% S 1,10000 S 11,800.00
$ 5,800.00 0.117%
41 RIPRAP(STONE MOTECTIONX18 IN) CY 828 S 235.00 S 194,58000 i 1". f 129888.00 f 194,594.441 -33.18% f 194.00 f 1A.M.00 $ (70,380.00) 3817% $ tt9.00
S 97,701.00 f (9387800) 4879%
42 STR STEEL(MISC NON-BRIDGE) W 397 S 2700 f IO,71900 f 27.00 $ 10,119.00 S ON% f 2800 f 11,51300 $ 794.00 7.41%1 f 22.80 f 8,061.80 $ (11887.40)
-13.58%
43 RAIL Ry T411) LF 288 S 336.00 f 89,790.00 f Isom It W,9W.00 f (33860.00) 4328% f 2016W f 53,868.00 $ (35,91200) ,10.00% f 214W $
8539200 $
(24,388.00) -21.16%
N RAIL(TY CIt t) LF 300 $ 31500 $ 128,980.0019800$ 19800 f nlw SO f (51.098.00) 42.81 $ 210.00 S 77,280.00 $ (49,680.W) 419.13% S 245.00 S WISDOM
f (33SW.W) -28.9914
4S RNL(HANDRNLMB) LF BBT $ 2WW f 133.00.00 f 119.W S 79,373.00 f (54,S27.W) 40.W%f 11394 f 7B,iW.W $ (51,891.00) 41.00% $ 97.10 It .94 85,185 $
(63234.10) -51.15%
EX
" SEALEDPANSION JOINT(4 IN)(SEJ-M) LF 181 f 285.00 S 51,436.00 f 29SW f 533,15.94 $ 1,910.W 3.51 $ 313.00 $ 580783.00 It 5,34394 8.82% $ 24394
S 47,388.94 f (71947.94) -12.98%
47 CONC BOX OULV(5 FT X 4 FT) LF 580 S Now $ 487,2WOO $ 614.94 S 301616OW S (731684.W) -1575 f 672.00 $ 275,818.00 S (191,562.94) 41.W% f BW.00 $
3W,400.00 S (t16,8W.W) -25.00%
" CONIC BOX Cl1LV(6 FT X 4 FT) LF 536 S 725.W f 481,100.00 f 8116W f 515,198.00 S 54,894.N 1188 f 585.00 f 3751420.W f (82,680.00) -17.93% S 7W.W S
S.mw $ (15,90OW) -3A5%
40 RC PIPE(CL 111X18 IN) LF 1318 S t20.W $ 185,120.00 $ 194.00 $ 145,865.00 f 119,294.441 AIr67 $ 113.00 S 166,486." f (9,63294) -5.83% f 19400
S 217,880.00 f 82580.94 SON%
W RC PIPE(CL IlIX24 IN) LF 1781 $ 1SON f MASON f 136.94 $ 232735.W S (23416.94) -13W%S 19400 f 11131".44 f (1111008.00) 3 S^ f 210.94 S 38981000
$ 105488OW 40.W%
5/ RC PIPE(CL IIIKX IN) LF 71 f 186.00 f 13,135.00 f Isom f 11,218.W S (1,917.N) -14.58 S 121.00 $ B,WTW It (4,514.94) 31.58% $ 940.00 S
2d,110.94 f 11,005.00 83.78%
52 RC PIPE(CL IIIHNIN) LF1453 i 220.94 f 3198W.N f 223W S 331,294.W S 11,624.W 384%S 1SB.W f 228,674.44 $ (W.BS.WI -28.18% f 270.94S 392310.94 $
72850.00 22.73%
50 RC PIPE(CL IIIX42 IN) LE 153 f 335.W f 51,255." $ 323.00 f 19.619.W f (1,838.W) -394%S 20100 i 31,212.W S (20,013 W) 419.10% f 294.00 f ",3]0.00
S (3885.94) -13,13%
51 RC PIPE(CL IV)(24 IN) LF 225 f 2W.00 f 15,94000 S 15100 $ 31,850.00 S (10,350.44) -23W%f 112.W f 25294.00 $ (19,940.00) 41.00% f 245.94 f 55,125.94
f 101126.00 22.50%
55 MANH(COMPLXMMXSMN) EA 2 i 8,000.00 $ 18,940.00 $ 5.51.00 $ t1,7W.W $ (1,291 W) -28.63%f 411W.W $ 8,200.94 $ (7.940.94) 43.75% $ 3800.94
$ 17,294.00 f 1,200.00 7.50%
50 MANH(COMPLKPRM)(721N) EA 1 f 8,500.00 f 8,500." f 3,892.94 f 81982.00 $ 394.00 4.81 S 4,BW.W f 4,800.44 S (3,700.00) 43.53% $ 10,100.94
f 13'94.94 $ 1,940.94 22.35%
67 JCTBOCMXPEA 1 $ t3,SWW S 13,50OW $ 12,9400 S f (1,147.44) -050 f 81500..00 $ 9,50..." S (4WOW) -29.33% Sf 108,,130000..W94 $
f ,1W106,44594W94...0W940 fffSf (4111(37833,
FE-1
CTOXCOPLPJB11TTA 2 f 22,oWW f "000" $ 25.94 f 59,s32.W $ 15,53200 35.30%S 23,00OW S ,194" $ 2,44.W 4.56% S 167 .00 f
INLET(COMPLXPCOXXLEFT) EA " $ 8,5000 S 143.000N $ 8141694 $ B5 2.8%f 6,320W $ 19000 $ (3,9W.W) .2 TIN f 3W.W f 180,40000
:NNE (COMPKCOXEXRGH) A 8 8,5 .W S 2. .00 3 8,25600 f 0Wf (194W -.48656000003800. 3 . %COMPLCOXTX ,4BOTH) 7,5WW
S 37,500.00 f 55,1940 3 15,8 .00 14.14%1$
.,,,818941940000000.....0000000000)) --2322220861.....9490116501%%%%%
INLET(COMPLKPCOX4FTXLEFT) EA 5 S B,Soom f 42,500.00 S 9,702.W S 1351394 f 8,01344 14.14%S 7,470.94 f 37.350.00 f (5,15OW) -12.12% S 8,10000
i 47,NO.W S 1,500.00 10.59%
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eek "_ - .", '_ k = , H . v � �, kk � e � � : N � k � � � kxic � ; • s ; � ; : $ " a � � esse & s � FNk � a� _ u � � 4 g'
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IV REEL PAVMRK TY I(W)9'(DOTXlWMIL) LF 13 S 200 f MOO f 400 f 52.00 f 2800 100.00%S 2.00 1 28.00 f 0.00%f 2145 S 278.85 f
252.85 972.50%.
133 REEL PAV MRK TY I(W)I'(SLDKI00MIL) LF 3085 S 2.00 $ 8,170.00 $ 3.00 $ 8,255.00 $ 3,085.00 5000%f 300 f 8,255.00 1 3,085.00 50.00%f
2.85 f 8,192.26 f 2,822.25 42.50%
134 REFL PAV MRK TY I(W)24'(SLD)(I00MIL) LF 581 1 6.00 f 3,986.00 f 15M f 8,816.00 f 5,919.00 IN-f 12.00 f 1,932.00 f 3,988.00 100.00%f
10.45 $ 5807 45 S 2,811.45 14.11%
135 REEL PAV MRK TY I(Y)1T(SMXlWMIL) lF 332 f 6.00 S 2,85800 $ 600 $ 2,858.00 f ON%f 500 f 1,882.00 1 (661.00) -2500%f 566 f 1,816.00
$ (180.20) -28.38%
136 REFLPAV MRK TY I(WKARROWK100MIL) EA 30 8 215.00 f 0.460.00 f 15100 S 4,530.00 f (1,920.00) -N-%f 238.00 f 1080.00 f 83000 B.1xX f 2111.00
f 8,100.00 f 1,650.00 25.58%
137 REFLPAVMRKTYI(W)(WORDK10OMIL) EA 24 i 186.00 f 4,680.00 f 18100 f 4,3".00 S (338.00) -1.15%S 280.00 f 8,381.00 S 191M.00 38.41%i 360.00
f 8,400.00 f 3,120.00 18.48%
138 REF PAV MRK TY I(W)38'(YLD TRIXI 00MIL) EA 3 $ 1.00 S 2100 $ 91.00 f 21300 f 25200 12M N%f 130.00 f 390.00 f 38800 1161.14%f
108.00 $ 666.00 f 54300 2585.11%
138 PAVEMENT SUER B' LF 5866 S 16M 1 5,856.00 f 040 $ 2,282.00 $ (3.393.00) -SON $ 0.80 f 3,383.00 $ (2262.00) 40.00%1 0.90 f
5,089.60 f (585.50) -10.00%
140 PAVEMENT SLER IF LF 3085 S 1.00 $ 3,065.00 f 'N,$ 3,085.00 $ 0N%$ 0.10 f 2,159.50 f (925.50) 30.00%f 1.80 $ 4,938.00
f 1,851.00 8000%
141 PAVEMENT SUR 12- lF 332 f 1.20 f 398.40 f 300 f New f 597.60 INN% f 2.00 f 861.00 f 285BO 88.81%f 270 f 898.40 $
188.00 12500%
142 PAVEMENT SLER 24' LF 881 f 140 f 925.40 S 7.00 $ 4162100 f 3,101.60 400.00% f 300 f 1,983.00 f 1,05180 114]9%f 4.85 f
3,205.95 1 2,280.45 248.43%
143 PAVEMENT SUER(ARROW) EA 30 S 7000 $ 2,100.00 $ 9100 $ 2,130.00 $ 830.00 30.00% f 28.00 f 180.00 S (1,320.00) -02.88%f 101.00 f
3,210.00 S 1,110.00 52.88%
144 PAVEMENT SUER(WORD) EA 24 f 1000 1 1,680.00 $ 115.00 f 2,18000 f 1,08000 0.20% f 28.00 S BB5.00 f (8000) 36.51%f INN f 4,612.00
i 2832.00 188.51%
145 REEL PAV MRK TY I(Wp'(BRKK100MIL) LF "27 $ 2.00 1 8,851.00 f 3.00 $ 13,281.00 f 4,42!.00 50.00% f 250 $ 11,061.50 S 2213.50 2500%i
1.66 f 1,30.55 S (1,549.45) -11.50%
146 REEL PAV MRK TY I(Y)8'(SLDKIOOMIL) LF 1228 $ 8.00 f 1,368.00 $ 300 f 3,88/.00 $ (3,881.00) -5000% f 2.00 f 2458,00 f (4,81200) -SIAM
f 2.10 $ 2,518.80 f (4,188.20) -0500%
147 REEL PAV MRKR TY 11G EA 217 f 6M $ 1,136.00 S 8.00 f 1,138.00 f ON% f 2.00 i 431.00 S (1,302.00) -1500%1 8.30 f 1,001.10
$ 85.10 3.75%
148 REEL PAV MRKR TY ILC% EA S7 $ 800 S 458.00 $ 000 $ 458.00 $ 000% f 1100 f 958.00 S 513.00 11250%1 8.30 f 473.10 f
11.10 315%
149 ELM EXT PM a MRK6 It) LF 7161 f 150 f 10,141.50 S 200 f 14,322.00 f 3,58050 3333% $ 100 f 1,161.00 f (3,58000) 33.33%$ 1.80 $
12,889.00 f 2,148.30 20.00%
150 PAV SURF PREP FOR MIRK(r) LF 5855 f 1.50 f 8,482.50 f 0.10 f 555.50 f (1,91100) -9333% f 0.12 $ 67680 f (1,80380) 9200%f 0.25 f
1,413.15 S (1,089.15) 20.33%
151 PAV SURF PREP FOR MRK(r) IF 3085 f 16W 1 4,821.50 $ 0.15 S 402.15 f (4,181.15) -9000% f 0.18 f 565.30 $ (4,01220) 28.00%1 040 f
1,23100 f (3,393.50) -13.3]%
152 PAV SURF PREP FOR MRK(IT) LF 332 $ 2.00 S 68400 $ 0.20 f 8840 $ (58150) -3000% f 025 f 83.00 f (581.00) 21.50%S 0.80 f
188." f (481.60) -1000%
153 PAV SURF PREP FOR MRK(24') LF 861 f 200 $ 1,32200 f 040 f 281.40 f (1,061.80) 2000% f 0.35 f 231.35 f (1,08006) 82.50%S 1.20 f
183.20 f (528.60) 40.00%
154 MMINUOwI EA 00 f 706M $ 2110000 S 4800 f 1,440.00 f (68000) -3143% f 1.00 $ 30.00 f (2010.00) -96.51%f 28.85 f Sea So S
(1,29160) 21.0%
155 Mum-) EA 24 $ 6500 1 1,320.00 S 6000 f 1144000 $ 12000 908% f 100 f 24.00 $ (1,288.00) 419%$ 5890 f 1,015.20 $ 356.20
28.81%
I58 oleolwx601 EA 1 $ 85.000.00 $ 851000.00 f 15218.00 f 10,216.00 $ (54,18200) AMA% f 9,500.00 f 9,500.00 $ (56.50000) 25.39%S 8.500.00
f 650000 $ (58,500.00) -88.92%
151 EA 1 f 70.00000 f 20,000.00 S 3,832.00 f 3,832.00 f (18,188.00) 2084% $ 3,554.00 S 3,55400 f (18,"800) 22.23%f 3,190.00 f 93
00 3.INN i (18,510.00) 21.05%
00
IN EA 1 $ 50,000.00 $ 50, 0.00 f 93,238. f ,238.00 f 43,238.00 88.48 f 105000.00 f 10000
, 00 00
0 f 50,000.00 1 .00%1 18,000.00 f 16000.00 f 28,000.00 58.00%
158 Bc FI,LNlo EA B f 15000 f ILON DO $ 413.00 f 3,10.00 f (2,21600) -38.93 f 4".00 f 3,552.00 f (244600) 40.80%S 080.00 $
312000 $ (2,850.00) 48.00%
180EA 4 $ 160.00 1 3, 0.00 f 41!_00 $ 1,88200 $ 11,158.00) -38.93 f 43800S 1,MAO $ (1,249.00) 41.80%1 380.00 f 1,5800 "0
0 S (1, .00) 48.00%
181 N 00
.(12ry.F61�11 I EA 8 f 150.00 f 6.000.00 f 473.00 f 3118000 f (2,218.00) -38.831% f 438.00 f 3.501.00 f (2,696.00) 41.80%S 380.00 f 3,12000
f (2,88000) 48.00%
162 V SIG SEC(12')LED(YELARW) EA 4 $ 950.00 1 2,600.00 $ 413.00 $ 1,99200 f (109.00) .2723%f 438.00 f 1,162.00 S (91600) 32.82%f 380.00
f 1,560.00 S (101000) 40.00%
163 VEH SIG SEC(12-)LED(RED) EA 8 $ 160.00 $ 8,000.00 f 473903 f 310.00 f (2,218.00) -38.93%S 438.00 f 3,50000 $ (2,496.00) 41.80%f 380.00
f 3,13000 S (2,98000) 48.00%
164 VEH SIG SEC(12')LED(RED ARW) EA 2 f 150.00 S 1,500.00 f 47!.00 f 806.00 f (554.00) -36.93%S 438.00 f 6x8.00 f (82%00) 41.80%S
380.00 f 131100 $ (12000) 49.00%
105 PFD SIG SEC(IEDKCOUNTDOWN) EA 3 f 1,100.00 S 3,300.00 S 515.00 f 1,125.00 f (1,515.00) 4110 f 533.00 f 1,588.00 f (1,101.00) 31.55%f
400.00 f 1,440.00 f (1,88000) -5838%
186 BACK PLATE(12')(3 SECT) EA 6 f 190.00 $ 1,140.00 f 179.00 f 1,01400 f (68.00) -5.18%S 185.00 f MOO $ (INN) -13.16%$ 169.00 f
69400 $ (248.00) -21.58%
167 BACK PLATE(1TK4 SECT) EA 4 f 250.00 f 1,000.00 1 224.00 f 898.00 f (IN 00) -1040%f 207.00 $ 828.00 f (11200) -17.20%f 188.00 f
74400 f (258.00)
188 TRFSIG C8L(TYA)(I4 AWGK5CONDR) LF 582 $ 4.50 f 2,528.00 f 4.00 f 2,246.00 $ (281.00) -11.11%$ 3.50 f 1,961.00 f (56200) -22.22%f
3.20 f 1,796.40 f (73060) -28.38%
169 TRF SIG CSL(TY AN14 AWGK7 CONDR) I 13M f 3.50 S 4,19500 f 400 f 5,48000 f 865.00 14.28%$ 4.00 f 5,480.00 f 885.00 14.28%f 3.70
f 5,08800 $ 274.00 5.11%
170 TRF SIG CBL(TY-A)(I4 AWGN2O CONDR) LF IN f 5.00 f 8,240.00 $ 9.00 i 7.02000 f 780.00 12.50 f 8M $ 8,240.00 S 0.00%f 745 f
5,81100 f (428.00) 2.58%
171 TRF SIG COIL(TY CK 14 AWGK2 COMM) EA 1180 f 1.90 f 2,24200 f 3.00 f 3,540.00 f 1,288.00 57.88%$ 3.00 S 3,540.00 $ 1,298.00 57M f
285 f 3,12100 f 88600 3947%
172 INSTRFSIGPLAM(S)1ARM(46)LUM EA 1 $ 45000.00 f 40,000.00 $ 17,881.00 f 11831.00 S (22,11800) -55.30%S 1,850.00 f 1,850.00 $ (38,350.00)
95.88%S 14,90000 f 14,900.00 f (25,100.00) 22.75%
173 INS TRF SIG PL AM(S)l ARM(W)LUM EA 1 f 80,000.00 f 80,00000 f 48,536.00 f 48,535.00 f (11,485.00) -19.11%$ 45,000.00 f 65,000.00 f (15,000.00)
-26.00%$ 40.-w S 4540000 f (19,800.00) -32.81%
174 INS TRF SIG PL AM(S)2 ARM(55.26)<.UM EA 1 $ 51,000.00 f 51,00000 f 5304.00 f 53,61400 $ 2,544.0 5.18%f KNOW f 55050.00 f (1,000.00)
-186%f ",600.00 f 44,800.00 f (6400.00) -1255%
175 PED POLE ASSEMBLY EA 3 f 1,500.00 f 22500.00 $ 3,93200 f 11,498.00 f (11,006.00) 48.91%f 3,545.00 1 10.635.00 $ (11,88500) 3273%f
31180.00 S 9,510.N $ (12,930.00) -67.47%
118 REMOVE PED POLE ASSEMBLY EA 1 f 1,400.00 f 1,600.00 f 383.00 f 38300 f (1,01700) -71.0%$ 30.00 f 364.00 $ (1,048.00) -74.71%f
320.00 S 320.00 f (11080.00) -1x.14%
1" PED DETECT PUSH BUTTON(APS) LF 3 f 21000.00 f 6,000.00 $ I,058.00 f 3,258.00 f (274200) 45.70%$ 1,004.00 $ 3,012.00 1 (21968.00)
49.8094$ 900.00 $ 2,700.00 S (3,300.00) -58.00%
178 REMOVAL OF GROUND BOXES EA 7 f 250.00 f 1,750.00 S "7.00 f 3,128.00 $ 1,378.00 78.00%1 4111 1 2,891.00 S 1,14100 6520%S 310.00 i
2,590.00 S 00.00 46.00%
179 REMOVAL OF TRAFFIC SIGNAL POLE END EA 0 f 900.00 $ 5,400.00 f 2,236.00 S 13,410.00 f 8101000 148.33%$ 2.059.00 1 12,406.00 f 7,008.00 128.70%f
1,33000 $ 11,100.00 f 6,780.00 tOB.BI%
100 US COM CBL(ETHERNET)(CAT-5E)DETECTION LF 1081 f 3.25 f 3,448.25 f 1.00 f 1,081.00 $ (2387.25) 2813%f 100 f 1,001.00 1 (2,36125) X23%S
1.05 1 1,114.05 $ (2,334.20) 51.89%
101 ITS COM CBL(ETHERNET)(CAT-SE)RADIO LF 3105 f 325 $ 991.25 f 1.00 $ 305.00 f (888.25) 28.23% f 1.00 1 305.00 f (888.26) 2923%f
1.05 $ 320.25 f (871.00) 2189%
102 ITS COM CBL(ETHERNET)(CATS)PTZ LF 380 S 3.25 f 1170.00 f 1.00 S 380.00 f (81000) 29.23% f 100 $ 38000 f (810.00) 29.23%f 1.05
f 318.00 S (792.00) 21.69%
183 VNDS TEMPORARY EA 1 1 45,000.00 $ 45,000.00 $ 1,397.00 f 1,591.00 f (43,403.00) -98.45% f 1,50000 $ 1,500.0) $ (431500.00) 96.67%f
1,330.00 $ 1,330.00 f (436x000) -91.0%
10 VDS(HVDS)(VIVDS AND RVDS) EA 1 f 55000.00 f 50,000.00 f 5,108.00 f 5,108.00 1 (",881.00) 29.78% f 4,12700 $ 4,727.00 f (45,273.00) 90.55%$
41250.00 f 41250.00 $ (45,7.4.00) -91.50%
105 VIDEO IMAGING AND RADAR DETECTOR EA d 1 9,500.00 $ 38,000.00 $ 4,47000 1 11,880.00 f (201120.00) -52.85% f 4,138.00 S 18,04.00 $ (211468.00)
26.48%f 3,120.00 S 14,880.00 S (23120.00) 20.0%
108 VIDEO IMAGING AND RADAR SET-UP SYS EA 1 $ 1,500.00 f 1,500.00 f 1,271.00 $ 1,21/.00 1 (8,72300) 22.81% f 1,181.00 $ 1,181.00 1 (8,319.00)
2125%f 1,080.00 f 1,080.00 S (6"0.00) 25.81%
187 VID INUGE AND RADAR DET PROCESSOR SYS EA 1 f 15,000.00 S 15,000.00 1 5100.00 f 5,100.00 $ (9,881.00) 95.0% f 4,12100 S 4172100 S (10273.00)
2848%f 4,250.00 S 4,250.00 f (10,750.00) -71.81%
108 NOS 06315-E NETWORK PTZ CAMERA EA 1 1 3,500.00 S 3,600.00 S 4,594.00 S 4.51M 00 f 1,001.00 3126% f 4,48000 f 4,49000 f 980.00 20.28%1
4,010.00 S 4,040.00 f 00.00 16.43%
180 COMNET ETHERNET SWITCH EA 1 f 1,100.00 f 1,10000 f 1,934.00 S 1,931.00 1 33400 75.82% $ 1,890.00 S 1,380.20 f 180.00 71.82%1
1,700.00 f 1,100.00 f 800.00 0.56%
180 PEGASUSTWISTPORT SERIES RADIO EA / $ 2200.00 S 2,200.00 f 1,83400 i 1,834.00 $ (288.00) -12.08% $ 1,890.00 $ 1460000 8 (310.00)
-1008%$ 1,10000 S 1,700.00 f (NO 00) -22.13%
191 UILTRI,DISH TP400 ANTENNA W/EW ISTPORT CONNECTOR EA 1 f KILN f 800.00 f 725.00 f 125.00 $ (11500) -19."% f 708.00 $ 708.00 f (191.00)
-21.22%$ 00.00 f SHOW f (200.00) -28.89%
182 OPTICOAI DETECTOR-GTT MODEL 122 EA 3 f 1,500.00 f 4500.00 f 1,81300 $ 5439.00 f 939.00 2081% f 1,772.00 f 5,318.00 f 81800 18.13%1
1,590.00 $ 4,770.00 i 210.00 8.00%
183 OPTICOM PW ESELECTOR-GTT MODEL 184 EA 1 f 500.00 f 500.00 $ 4,838.00 f 6,83&0) S 4,338.00 $67620%f 4,72100 f 4,721.00 f 4227.00 0540%$
4,25000 f 4,250.00 f 3,750.00 150.00%
194 GPTICOM CARO RACK-GTT MODEL 780 EA 1 f 750.00 f 150.00 f 1,058.00 f 1,088.00 $ 338.00 45.07 f 1,083.00 $ 1,063.00 f 31300 11.13%$
800.00 f 960.00 $ 210.00 28.00%
185 OPTICOM CABLE-GTT MODEL 136 LF 810 f 2.00 $ 1,838.00 f 2.00 f 1,635.00 f 000%S 2.50 f 2,05.00 S 408.00 25.00%S 2.15 S 1,758.70
$ 122.10
1" ILSN(LED)(B S)(CLEAN PROFILE OR BRITELTTE EDGE UT STREET NAME SIGN) EA 4 $ 4.ON SO $ 18,000.00 f 5,748.00 f 22882.00 S 696200 4370%f 5,318.00
f 21,27!.00 f 5,212.00 32.85%S 4,160.00 $ 19.120.00 f 3,120.00 18.50%
197 FLOWABLE FILL CY 124.3 f 40000 f 46120.00 f 219.00 $ 27,221.70 f (22,496.30) 4525 f 287.00 f 36,814.10 S (11,04580) -28.25%f 290.00 f 36,07.00
1 (13,613.00) -21.50%
188 CLASS D,NOD PSI CONCRETE CY 202 S 250.00 1 7,050.00 f 478.00 f 13,473.20 $ 6,373.20 9040%f 388.00 f 10,958.80 f 3,81980 55.80%f 350.00
f 23.970.00 S 18,920.00 240.00%
1BB REMOVE EXISTING FIRE HYDRANT EA 4 f 1,00000 $ 4,000.00 f 1,828.00 f 7,112.00 f 3,112.00 92.30 $ 1,30.00 f 5,51800 $ 1,576.00
39.40%S 3,180.00 S 12,710.00 f 0,710.00 218.00%
200 AOIUST WATER VALVE TO FG EA 10 S 1,00000 $ 10,00000 $ 1,010.00 f 10,100.00 $ 100.00 100%f 4,550.00 $ 45,500.00 f 3550000 3561N%j f
1,330.00 $ 18.300.00 S 6300.00 67.00%
x/x6/x0x51[ KgFR1ESE
P4 3016
ROUND ROCX TEXAS
201 AUTOMATIC COMBINATION AIR RELEASE VALVE ASSEMBLY(24N DIA) EA + f 1,000.00 f 1,000.00 $ 8,879.00 f 8,879.00 $ 5,819.00 587.90%t 15,243.00 S
15,243.00 S 14,243.00 1424.30%i 5,100.00 f 5,100.00 M4,204.00
.00 410.00%
202 REMOVE WATER VALVE EA 3 $ 150.00 $ 2,2W.00 f 1,28100 $ 3,783.00 $ 1,533.00 111 f 1,402.00 S 4,2011.00 S 1,858.00 88.93%$ 3,180.00 $
9,510.00 $ .00 324.00%
203 ADJUST WATER VALVE BOX TO FG EA 8 f 1,0X).5 f 8,00000 S 5112.00 $ 4,488.00 $ (3,504.00) 4300%t 1,384.00 S 11,152.00 f 3,15200
38.40%S 1,115.0 f 14,111 .0 83.00%
204 ENCASEMENT PIPE,244N DIA STEM,711&IN TICK,OPEN CUT(ALL DEPTHS) 1 330 S 235.5 f 1/,65.00 f 32500 $ 108,240.00 $ W,560.N 38.61%$ 355.00 f 111,+50.00
$ 39,600.5 51.08%S 350.00 f 116,55.00 0.00 48.5%ENCASEMENT PIPE,WN DIA,STEEL,1I2JN THCK,OPEN CUT(ALL DEPTHS) LF N f 275.5 i 24,75.00 S 868.5 f 5,010.5
S 04,260.W 13855%t 42700 f SBAX.S f 13,8805 5527%S MINI S 20600.5 .00 8508%216 MNOR MANHOLE ADJUSTMENT EA 1 f 8,000.00 S 8.05.00 f 5,95.00 S
6,95.00 f (3100) -0.52%S 40,05W f 405000 f 34.505 560.5%S 530.5 S 830.5 .5) -60.11%M7 TRENCH SAFETY SYSTEMS(ALL DEPTHS) LF 135 S 10.5 S 13,85.00
f 800 S 12,240.00 S (1,3805) -105%f 6.00 f 8,160.00 f (5,4405) 400%S 13.16 f 17,BM00 .5 31.5%2011 PIPE,PVC C90D(&IN OIA)(ALL DEPTHS),INCL EXC AND BACKFILL
LF 155 S 110.5 S 2050.00 f 128.5 f 24,320.00 S 3,420.00 1838%S 8500 f 18,150 f (4,7W.W) -2373%S 255 S 35110.00 .5 111209 PIPE.CL2'RESTRAINED
JOINT DI(6IN DIA)(ALL DEPTHS),INCL EXC AND BACKFILL LF /1 S 110.00 S 1,210.00 S 25.00 f 2,959.00 f 1,749.0 +20.55 S 563.0 f 8,193.00 S 4,983.0 4+1.82%S
440.0 f 4,20000 0.0 SIX
210 PIPE,CL 2W RESTRAINED JOINT DI(124N DIA)(AU-DEPTHS),INCL EXCAND BACKFILL LF N $ 150.0 $ 12,900.00 f M1.W f 25328.0 f 16,426.0 127.33 S 252.W f 21,872.0
t 8,12.0 1 WrIXM$ 270.0 $ 23,220.00 $ 10,320.00 60.00%
211 PIPE,CL 2W RESTRAINED JOINT DI(IMN DIA)(ALL DEPTHS),INCL EXC AND BACKFILL LF M3 $ 175.0 S 147,525.00 S 240.00 f 202,320.00 f 54.795.X) 37.14 f 185.00
f 156,955.00 $ 8,430.0 571%$ 221.0 f 188,303.0 $ 35718.5 M.
212 PIPE,CL 26DRESTRAINED JOINT DI(12414 DIA).THROUGH ENCASEMENT LF 330 $ 160.00 $ 49,500.00 $ 15.00 f 51,45.0 t 1,880.5 4.0 f 111.0 f 38,830.0 S
(+2,87000) -28.00%f 147.0 f 48,51000 S (860.W1 -2.5%
213 PIPE,CL 255 RESTRAINED JOINT DI(15JN DIA),THROUGH ENCASEMENT I 60 $ 1750 S 15,15.00 f 4MW f 42,570.00 f 28,820.X) 17029 i 288.0 i 25.860.5 S
9,90.W 62.58%$ 197.00 f 17,73000 1 1,860.5 12.51%
214 PIPE REMi(124N DIA)(ALL DEPTHS),INCL EXC AND BACKFILL LF 551 f 500 $ 250'_00 f 1279M $ 13,787.0 f 20,737 W 1M.W% f 5100 f 2563100 $ 5100
200%f 79.20 $ 48101520 $ 1585530 5.40%
215 PIPE REMOVAL,(16414 DIA)(ALL DEPTHS),INCL EXC AND BACKFILL LF 920 f 55.0 S 55,2XLW f 108.00 f 98.360.0 f 20,150.X) 60.0% f 47.00 i 43.240.5
S (11060.W) -2101%S 78.20 f 72,851.00 S 17,804.0 3200%
218 WET CONNECTION&IN DIA X SJN DIA EA 2 S 7,0500 f 1405.5 $ 4,248.00 t 61496.0 i (5,504.5) -39.31% $ 2,30.0 f 4,BOp.O f (9.40.0) -07.14%$
8,800.0 f 13,60000 $ (20.0) -I.Q%
217 WET CONNECTION I2-IN DIAX I2-INDIA EA 3 f 9,55.5 $ 28,50.0 f 8,113.0 t 18,339.0 S (10,16100) -M,115% f 2,80.0 f 8,400.00 f (20,100.0)
-m.63%$ 1,M,01) f 21,80.00 $ (6,110.0) -24.21%
210 WET CONNECTION I&IN DIA X I&INDIA EA B f 12,00.W $ 9800.5 S 8,534.0 f 52,272.0 f (43,728.0) 35.55% $ 8,80.0 f 04.400.0 $ (41,600.0) 33.33%$
7,500.0 i 00,00.00 $ (38,000.5) 37.50%
219 DUCTKE IRON FITTINGS TN 1.+ f 10,0000 $ 71,X)0.00 f 13,2M.W t 93,95.5 S 22,111111.110 XLM% f 8,45.0 f 45,200.00 f (n'mm)l 38.0%S 560.0
f 3,978.00 t (87,024.0) -94.40%
220 BYPASS PUMPING LS / S 10,00.0 $ 1000.00 $ 8,045.00 f B4O45.03 $ (3,955.00) -5.55% f 45100.00 $ 45.00.00 S SIAM 360.5%$ 20.300.5
f 20,300.0 f 10,30.0 103.00%
221 VALVES(GATE TYPE)(6414 DIA) EA 1 f 2,5000 $ 2,500.00 f 2,763.W f 2,793.0 S 29300 11.72 f 1,00.0 f 7,00.00 t 41WO.W 160.00%$ 2,260.0
$ 2,X0.00 $ (240.0) -9.80%
222 VALVES(GATE TYPE)(124N DIA) EA B $ 6,50000 f 5,05.X) $ 5,524.0 S 34,9(4.5 f (4•066.00) -+040% i 5,2-20 f 31,200.0 f (7,BD0.0) -20.5%S
4,330.00 f 25960.00 $ (131020.0) -33.35%
223 VALVES(GATE TYPE)(INN DIA) EA 5 S 15,00.0 $ TS."m f 15,951.0 $ 75816.0 t 4,816.0 542% f 12,50000 f 5,50.00 t (12,50.W) -+8.5%f 10970.0
$ 5,X0.0 f (21,50.5) -2587%
224 FIRE HYDRANT ASSEMBLY EA 3 S 6,00.0 S 18,00000 f 9,40.0 f 28,200.X) S 10,200.X) '.5% i 8,383.5 f 25.14500 i 7,1455 39.72%$ BMW S
2515.00 $ 8,7M.0) 48.33%
225 AUTOMATIC COMBINATION AIR RELEASE VALVE ASSEMBLY(24N DIA) EA 2 $ 5,00000 f 10000.0 $ 7,0'.W f 14,1W.W f 4,+W.00 41.W% f 15,05.0 S XMIX) f
20.000.0 25.5%1 BMW S 12,4W.W $ 2,455 0%. 24.0
228 BERMUDA BLOCK SODDING SV 10 $ 155 S 1,820.5 Is 14.W $ 1,512.W t (15.N) 4.BT% S 155 f 1,72500 $ 106.03 6.61%$ 12.15 $ 1,312.20
f (W7.W) -19.00%
f 11,75,395.82 f 18,814,470.5/ S 2,0',07495 11.ST% f +3,853,120.32 $ (3,80520129) .21.43% f 18,288,985.78 f (1.460.388.85)
oTAL E6TYATED CONSTRUCTION COST f 17,759,395.82 i 18,298,995.78
C I,Aim Error In Bid P,W
Pr M Li-t BIB
K FR`ESE
2/26/2025 Pye-16
ImunD Roar TEXAS
City of Round Rock
Gnfanlawn Blvd
Bid Tabulation
Enaln .EWInI- CAOK Co4MWctlon C-m ,INC CB _CaMW464n D6n MII916m C9mIN11y
REM NO. am DESCRIPTU M UNIT OUMITITY UNIT COST REM COST IRJITCOST REM COST DIFFERENCE % UNIT COST REY COST DIFFERENCE % UNIT COST
REM COST DIFFERENCE %
1 PREPARING ROW STA MN S 4,250.00 S 228,36820 S 1,800.00 S 95,885.12 f (130,483.00) -5].85% $ 5,000.00 S 39,943.80 17.85% f 7.800.00
S 404,763.84 S 178,415.84 ]8.82%
2 RENOV CONC(DRIVEWAYS) BY 14M f 15.00 f 21.14000 $ 12.W f 1],]12.00 $ (4,428.00) -20.00% f 50.00 f -25000 f 22,140.00 100.00% f 17.M
f 25,092.00 $ 2,952.00 13.33%
3 RENOV CONC(SIDEWALX,RAMP OR SUP) BY 1135 f 1000 f 11,35000 f 12.00 f 13820.00 f 2,270.00 20.00% f 15.00 f 1],02500 f 5,875.00 5000%
f 15.00 f 1],025.00 $ 5,675.00 50.00%
4 REMOV CONC(CURB) LF 5219 f 800 f 41,]52.00 f TW f 38,53300 f (5,219.00) -12.50% f 7.00 S 38.533.00 f (5.219.00) -12.50% f
4.00 f 208]S 00 f (20878.00) 3000%
5 REMOV CONIC(RETMNING WALLS) BY " f 250.00 S 8,750.00 f 14500 S 3,915.00 S (2,83500) 42.00% f 100.00 i 1,]00.00 S (4,050.00) 4000%
$ 110.00 f 2,970.00 S (3,]80.00) 3".00%
e REMOVCONC(RAIL) LF 2" S 80.00 f 14,400.00 f 144.00 f 34.58000 f 20,180.00 140.00% f 20.00 S 4,80000 f (9,80000) -08.87% S 20.00
f 4,800.00 f (0•"00.00) -08.87%
7 RMV(0'101)TRTNNTRT BASE BASPH PAV BY 131]2 f Too f 92,204.00 f 700 S 92206.00 f 0.00% S 1500 f 210,]62.00 f 118,54800 128.5]% f
5.00 f 65.88000 f (28,34400) -28.5]%
B EXCAV(ROADWAY) CY 31338.93474 S IBM S 584,100.83 f 18.00 S 584.100.83 f 0.00% f 28.00 S 313,389.35 55.50% f 17.00 f 532,]81.89
f (31,33893) 3.50%
9 EXCAV(SPECIAL) CY saw S 20.00 f 178,00000 S 23.00 S 10240000 f 28,400.00 15.00% f 28.00 i 228,800.00 f 52,80000 30.00% f 17.00 f
149,600.00 f (2040000)
10 EMSMIK(FNLXOCKTY A) CY 8990 f 20.00 $ 179,80000 f 28.00 S 233740.00 f 53,940.00 30.00% f 6000 f 359.800.00 f 1]9,80000 100.00% S
30.00 $ 289,700.00 f 89.90000 50.00%
11 EMBANK(FNLXDCXTY A) CY 38890 f 20.00 f ]37,80000 f 28.M S 959,140.00 $ 221,340.00 30.00% f 27.00 f 980030.00 f 25"23000 35.00% f
30.00 f 1,100]00.00 f 38090000 50.00%
12 FURN B RAGE TOPSOIL(4-) BY 259- $ 1.50 f 3091900 $ 0.75 S 19,458.00 f (191458.00) -50.00% f 2.00 f 51,88"00 $ 12,972.00 33.33% f
1.75 S 45402.00 f 5,488.00 1"07%
13 BROADCAST SEED(PERM URBAN CLAY) SV 259U f 1.00 S 250-.00 f 1.00 S 25,944.00 $ 0.00% f 0.30 f 7,783.20 f (18,1500&) -70.00% S
0.28 f 7,286.32 $ (18,879.68) -72.00%
14 BROADCAST SEED(TEMP_WMOA) BY 12972 f 0.50 f 0488.00 f 100 S 12,971.00 $ 8,488.00 100.00% f 0.25 f 3,24300 f (3,243.00) -WM
$ 0.19 S 2,4"688 f (4,021.32) 42.00%
15 BROADCAST SEED(TEMP_COOL) BY l"72 S 0.50 S 5,48".00 f 100 $ 12.817.00 S 6,488.00 100.00% $ BM f 3,243.00 S (3,243.00) 3000%
f 0.22 S 2,853.84 S (3,51215) 38.00%
18 VEGETATIVE WATERING TGL Wall S 15.00 S 5],900.00 $ 15.00 f 57,900.00 $ 000% f 159- f 5],90000 S 0.00% S 9.00 S 34,740.00
f (23150.00) 40.00%
17 FL BS(CMP IN PLC)(TY A OR SKFNAL POS) CY 9229 f 55.00 f 507,595.00 f 5900 S 544,511.00 S 30918.00 127% f 5000 f 553,]4000 f 48,14500
9.09% f 5000 $ 481450.00 f (48.145.00) -8.08%
18 GEOGRIO BABE REINFORCEMENT ITYPE 2) BY 275" S 500 S 130385.00 S 2.00 f 50354.00 f (83031.00) -0000% S 4.75 f 131,485.75 S (6,919.25)
300% f 400 f 110,70800 f (2].87700) -20.00%
19 PRIME COAT(MG-W ORAE-P) GAL 4337 $ 8.00 S 281022.00 f 8.00 f 28.02200 f 0.00% f 3.75 f 18,283.]5 f (9,]58.25) 37.50% S 3.75 f
18,283.75 S (9,758.25) 37.50%
20 DCGR HMA TY-B PG U TON ]351 S 12000 $ 882,120.00 S 131.00 f 982,981.00 $ 80,88100 9.17% $ 10200 S 749,80200 S (132,318.00) -15.00%
$ 10000 $ 7]5,100.00 S (14],02000) -18.8]%
21 D-GR HMA TY-C PGM0 TON 2452 f 140.00 f 343,280.00 S 187.00 S 409,484.00 f 50,204.00 19.29% S 13400 S 328,588.00 f (14,]1200) 4.19%
S 13500 S 331,020.00 S (U280.00)
22 TACK COAT GAL 21M S 5M S 10,850.00 f 7.00 $ 15,190.00 S 4,36000 40.00% f 3.75 f 8,137.50 f (2,]1250) -25.00% f 3.75 f
8,13].50 f (2,]12.50) -25.00%
23 PLANE 8 TEXT MPH CONC PAV(0-TO T) BY 2869 f 20.00 f 57,38000 f 10.00 f 28,590.00 f ("8090.00) -W W% f 3.50 S 10,041.50 f (47,338.50)
32.50% f 3.50 f 10041.50 f 147,338.50) -02.50%
24 CUT B RESTORING PAV BY 473 S 40000 S 159,2110.00 f 51.00 S 25,54200 S (183,868.00) -".50% f 175.00 $ 82775.00 f (10542500) 36.25% S
30000 f 141,aoow $ (47,300.00) -25.00%
25 CEM STABIL BKFL CY 280 f 28500 f 74,100.00 f M.N.1f 5284000 f (21,58000) -2908% S 210.00 S SB.So0.G0 S (15,400.00) -20.]5% f 250.00
f 70,000.00 S (4,20000) 3.88%
W TRENCH EXCAVATION PROTECTION LF 2802 f 8.00 S 20818.00k$ 371.W
S 5,204.00 f (15,61200) -]5.00% $ 200 S 5,204.00 S (15,812.00) -75.00% f 1.50 f 3,90300 S (18,913.00) 41.25%
27 DRILL SHAFT(WIN) LF 1514 f 39500 f 598,030.00 S 581894.00 S (38,336.00) 3.00% f 250.00 S 378,500.00 f (219,530.00) -38.11% S 235.00
f 355.79000 f (24224000) 40.51%
28 DRIl1 SHAFT(RDWY ILL POLE)(WIN) LF 392 f 450.00 f 178,400.000 S 124,858.00 f (51,]-.00) -19.M% S 26000 f 101,92000 S (7448000) 42.12%
f 25500 f 99,98000 S (76.440.00) ]3.33%29 DRILL SHAFT(TRF SIG POLE)IN IN) 1 13 f 558.00 S ],261.000 f 8,929.00 f (33800) 4.85% S -500 S
5,]85.00 S (1,48200) -20.39% f 430.00 f 5,59000 S (1,577.00) -23.08%
W DRILL SHAFT(TRF SIG POLE)(4a IN) LF - i BOo.00 S 3020000 f 30,272.00 f (4,928.00) -1400% S 575.00 f 25.30000 f (9,90000) -2813%
f 555.00 S 24.420.00 S (10,78000)31 CLACONG(COLLAR) EA 1 f 1,850.00 f 1,650000 f 7a6.00 f (1,058.00) -57.08% S 1,50000 S 1,50000 f
(35000) -1092% f 85000 f 85000 f (1,000.00) 3405%
32 CL C CONC(ABUT) CY 1028 f 1,50000 f 154,36000 f 133"0.00 f (20.580.00) -13.33% f 1,250.00 f 128,82500 f (25,175.00) -15"7% f 1,000.00
f 102,900.00 f (51,45000) 33]3%
W CL C CONC((AP) CY 102.1 S 1,875.00 f 171,01].50 . 0 S 122520.00 f (40497.50) -28.36% f 1,500.00 f 153,15000 f (1],88].50) -1&45% S 14200.00
f 112,510.00 f (48497.50) -25.35%
31 CL C CONC(COLUMN) CY 24.1 f 1.875.00 f 40,387.50 f 1,500.00 S 30150.00 S (4,217.50) -10.45% f 2,250.00 f 54,22500 S 13,851.50 34.33%
f 1,25000 f 30,125.00 f (10,24250) -25.3]%
W REINF CONC SLAB SF 12981 $ 32.00 $ 414,75200 f WIN S 427,71300 f 12,981.00 3.13% S 28.00 f 338.986.00 f (77.76800) -1575% $
24.00 $ 311,084.00 f (103,888.00) -25.00%
W BRIDGE SIDEWALK SF 2552 f 80.00 f 159,12000 f 13.00 $ 34.478.00 f (124,644.00) -78.33% f 2100 f 55,89200 f (103,428.00) -65.00% $
10.00 f 26.520.00 f (13280000) -0333%
37 APPROACH SLAB CY 213.9 f "5.00 $ 185,771.50 f 8]4.00 S 188,948.80 f 21,1]8.10 12."% f 785.00 f 187.911.50 f 2,13900 1.29% S 850.00
$ 130035.00 f (28.737.50) -18.13%
39 PRESTR COW%-BEAM(5X82&) LF 130308 f 33200 f 431.821.50 S 409.00 S 532.959." f 100,337.18 23.19% f 32500 f 41350100 f (9,121.50) -2.11% f
275.00 f 358.34700 f (74275.58) -17AM
" RIPRAP(COW)(0 IN) CY 99 f 875.00 f 8082500 $ M300 $ 69,58700 f 2178.00 4.15% f 700.00 f 50,30000 f 2,47500 3.70% S 500.00 S
49,500.00 f (17,325.00) -25.93%
40 RIPRAP(MM STRIPX4 IN) CY 18 f 750.00 S 12,00000 $ 98800 S 15,800.00 S 3,506.00 31.7]% i 810M f 12,98000 S am a.m% f 650&0 S
101400.00 f (1,800.00) -13.33%
41 RIPRAP(STOW PROTECTIONX181N) CY 825 f 238.00 f 194,580.00 S 1-.00 S 119,232.00 f (75,348.00) -38.72% f 20000 f Memo() f (10980.00) -14.59%
f 130.00 f 107,84000 S (5094000) ]4.50%
42 STR STEEL(MISC NOFLBRIDGE) LS 397 f 27.00 f 10,71900 f 2900 f 11,513.00 f 704.00 741% $ 31.00 f 12,30700 f 1,58800 14.81% S 30.00
S 11,910.00 S 1,19100 11.11%
43 RAIL(TY T411) LF 268 f 335.00 S 89.780.00 f 20500 f 55.208.00 S (34,572.00) -38.51% $ 300.00 f 60,400.00 f (9,38000) -10.45% S 21500
f ".a..00 f (32.180.00) 35.82%
- RNL(TYC411) LF 388 f W,W f 128.980.00 $ 215.00 i 79.120.00 S (47.840.00) -37.6816 S 425.00 f 158.400.00 S 29,440.00 23.19% $ 185&0
f 88.080.00 f (50,a50.00) 48.W%
45 RML(HANORAILKTY B) IF W7 f 200.00 S 13340000 f 14200 f 94,714.00 S meas W) -29.00% S 110.00 f 7].370.00 f (50.03000) 45.00% f 100.00
f 88.700.00 f (80]00.00) 30.00%
48 SEALED EXPANSION JOINT(4 IN)(SEJ-M) lF 191 $ 250.00 f 54,435.00 S 321.00 f 61,311.00 $ 6.878.00 12.63% f 285.00 f 50181500 f (3,820.00)
-7.02% f 210.00 $ 4011000 f (14,3x6.00) -28.32%
47 COW BOX CULV(5 FT X4 FT) LF S84 f 800.00 S 48],21000 f 545.00 f 318,280.00 S (148,920.00) -31.88% S 575.00 f 335.400.00 f (131,400.00)
428.13% S 515.00 S 306,600.00 f (150,800.00) 44.38%
48 COW BOX CULV(8 FT X4 FT) LF 838 S ]2500 S 481,100.00 S 828.00 S 398,138.00 f (62.904.00) -13.8616 f 845.00 S 410,220.00 $ (50,580.00) -11.03%
f 825.00 $ 397.500.00 $ (01.800.00) -13.78%
49 RC PIPE(CL IIIX18 IN) LF 1378 f 1200). f 165,120.00 f 125.00 f 117,0&0.00 S 8,a50.00 4.17% f 10000 f 13].800.00 S (27,520.00) -16.67%
S 115.00 f 158,240.00 f (8,850.00) J.lm
W RC PIPE(CL IlIX24 IN) LF 1761 S 150.00 f 284,150.00 f 153.00 S 259,43300 f 5,283.00 2.00% f 11000 S 193,710.00 f (7o.-000) -xam f
125.00 S 220.125.00 f
51 RC PIPE(CI_IIIX30 IN) LF 71 S 185.00 S 13,135.00 f 138.00 f 9,798.00 S (3.33].00) -25.41% f 25000 f 1],750.00 S 4,815.00 35.14%
f 100.00 S 11,380.00 f ("MM) -13.51%
52 RC PIPE(CL IIIX381N) LF 14M f "2000 S 319,880.00 S 197.00 f 288,241.00 f (33419.00) -10.45% S M.N.i 300.515.00 f 79,915.00 25.00%
f 210.00 S 305,130.00 S (14,53000) 4.55%
50 RC PIPE(U IlIX42 IN) LF 153 f 33500 S 51,255.00 $ 240.00 $ 30]2000 $ (14,535.00) -28.38% $ 285.00 f 43,60500 $ (74850.00) -14.93%
$ 245.00 f 37,455.00 f (13,77000) -26.67%
54 RC PIPE(CL IV)(24 IN) LF 125 S 200.00 f 45,000.00 $ 125.00 S 28,125.00 f (18,875.00) 4I].50% S 120.00 f 27.00000 $ (18,000.00) 40.00%
f 100.00 $ 2x.501 S (21,50000) 30.00%
55 MANH(COMPLXPRMXBON) EA 2 f 8,000.00 S MMD) S o,300.00 f 12,800.00 f (3,400.00) -21.25% f 6200.00 f 1240000 S (3,800.00) -12.50% f
4,500.00 f 9100000 f (7,00000) .3.75%
W MANH(COMMXPRMX"IN) EA 1 f 8,500.00 S 8,500.00 S 7980000 S 7,800.00 f (Boom) -10.59% S 7,800.00 S 7,600.00 $ (800.00) -10.59% f
5,200.00 f 5,20000 f (3,300.00) 48.82%
57 JCTROX(COMPLKPJSX6I7XBFT) EA 1 S 13,500.00 f 13,500.00 S 7.80000 S 7,80000 S (5,900.00) 43.70% S 13,000.00 f 13,00000 f (500.00) am S
11,500.00 f 11,600.00 f 12.=600) -14.81%
50 JCTSOX(COMPLKPJBXBFTXBFT) EA 2 f 2200000 f -,000.00 f 25,00000 S 50.000.00 f $M.00 13.84% 8 24,000.00 f 48,00000 S 4,000.00 WN16 f 21,000.00
f 42,000.00 $ (2,000.00)
W IWET(COMPLXPCOXYTKLEFT) EA 22 f 8,500.00 f 143,00000 f 5.50000 f 121,000.00 f MIM 00) -15.38% S 5500.00 f 1431000.00 f 0.00% S 5,200.00
f 114400.00 f (28,"00.00) -".00%
W INLET(COMPLXPCO)(F KRIGHT) EA 8 f 8,500.00 f 52000.00 f 0900.00 f 47,200.00 f (4.M900)j 4.23% $ 8,500.00 f 52,000.00 f 0.00% f
5,700.00 f 45,600.00 f (5,400.00) -12.31%
51 INLET(COMPLXPCOX3FTXBOTM EA 5 f ],500.00 S 3],500.00 f 8,800.00 S 34000.00 S (3.500.00) -am% f 0000.00 f 40.000.00 f 1,500.00 5.57%
f BMW $ 34,000.00 f (3,50000) 4.53%
62 INLET(COMPLXPCOX4FTXL I`T) EA 5 f 8,500.00 f 42.500.00 S ].100.00 f 35.500.00 f (7.011 .1694MI f 8,000.00 $ 40.000.00 S (2,500.00) 368%1
S 8.800.00 f 34,000.00 i (8,500.00) -10.00%
2/26/2025 I[ K F R I E S E
Page 5&16 -
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ROUND ROCK TEXAS
201 AUTOMATIC COMBINATION AIR RELEASE VALVE ASSEMBLY(2JN DIA) EA 1 f 1,000.00 f 1,000.00 f 3,800.00 f 3,800.00 f 2,800.00 280.00%f 9,000.00 f
9,000.00 f 8,00000 800.00%f 10,00000 f 10,000.00 $ 9000.00 900.00%
202 REMOVE WATER VALVE EA 3 f ]8.00 f 2.250.00 f 16.00 f 4200 f (2.20800) -98.13%f 2,808 f ],500.W f 625000 23333%S 1.500.00 f
9,500.00 S 2,25000 100.00%
203 ADJUST WATER VALVE BOX TO FG EA B f 1,000.00 f 8,000.00 f 343.00 f 2,]400 f (5,258.00) -05.70%i WON f 6,400.00 $ (1,80000) -20.00%f
1,500.00 S 12000.00 f 400000 50.00%
m ENCASEMENT PIPE,2NN DIA,STEEL,]1154N THCK,OPEN CUT(ALL DEPTHS) LF 330 $ 23600 f 1],550.00 f law f 8038000 f (1],18000) -22.13%$ 385.00 f 120,450.00
f 42,900.00 8.32%f 400.00 f 132,00000 f 54.460.00 10.21%
205 ENCASEMENT PIPE.30-INDIA,STEEL,112-IN TACK,OPEN CUT(AU DEPTHS) LF N $ MIX) f 24.]5000 f 283.00 S 23.810.00 $ (1,080.00) 438%f 385.00 f 34,5800
f 9,90000 40.00%f 406.00 f M,450.00 $ 11,100.00 47.2]%
206 MAJOR MANHOLE ADJUSTMENT EA 1 f 8,000.00 f S.MW f 2,90000 $ 2,900.00 f (3,100.00) -51.S]X f 2,700.00 S 2,]0000 f (3.30000) 25.00%f
5,000.00 f 5000.00 f (100000) -16.5]%
201 TRENCH SAFETY SYSTEMS(AU DEPTHS) LF 1380 f 10.00 $ 1300000 f 2.00 f 2,720.00 f (16880.00) -80.00%f 2.00 $ 2,72000 $ (10.880.00) 2000%$
1000 f 13,80000 f 0.00%
208 PIPE,PVC C900(&INDIA)(AU DEPTHS),INCL EXC AND BACKFILL LF 190 f 110.00 S 26900.00 f 800 f 10.840.00 $ (10,28000) 38.09%f 140.00 $ 28,600.00
f 5.100.00 2]27%f MIX) f 26,]00.00 f 3,80000 18.18%
209 PIPE,CL 250 RESTRAINED JOINT DI(&IN DIA)(ALL DEPTHS),INCL EXC AND BACKFILL LF 11 f 110.00 $ 1,210.00 S 21100 $ 2.321.00 f 1,111.00 81.52%S
235.00 f 2,58500 f 1,37500 113.U%S MIX) f 4,12500 S 2,915.00 240.91%
210 PIPE,CL 28RESTRAINEDJOINT DI(12AN DIA)(ALLOEPTHS),INCL EXCAND BACKFILL -F BB $ 15000 f 12,800.00 f 25000 $ 21,500.00 S 8,800.00 88.87%S 1]0.00
f 14,82000 f 1,11000 13.33%f 35000 $ 30,10000 $ 17,200.00 133.33%
211 PIPE,CL 260 RESTRAINED JOINT DI(18114 DIA)(&L DEPTHS),INCL EXC AND BACKFILL LF 843 $ 17500 S 167,525.00 f 22400 S 186832.00 S 41,30100 28.00%f
21000 $ 177,030.00 $ 29.50500 2000%8 2115.00 $ 24028.00 f 82,73000 112.!5%
212 PIPE,CL 250 RESTRAINED JOINT 01(12-IN DIA),THROUGH ENCASEMENT LF 330 f 15000 $ 49,50000 f 38400 f 126120.00 f 7682000 142.81%f 185.00 3
81,0800 f 11,No w 23.33%S 21000 f 8630000 f 19,800.00 40.00%
213 PIPE,CL 28 RESTRAINED JOINT DI(1&IN DIA),THROUGH ENCASEMENT LF w f 17500 S 16,750.00 $ 366.00 f 31,060.00 $ 15.300.00 97.14%f M)N f 27,000.00
f 11260.00 71,43%S 21000 f 15,900.00 f 3,150.00 20.00%
214 PIPE REMOVAL,(12-IN DM)(ALL DEPTHS).INCL EXC AND BACKFILL LF 581 f 800 f 26050.00 f 21.00 f 12,201.00 f (18,84600) -8.00%$ 80.00 f 36.88000
f 5.81000 20.00%f 7500 f 43,5]6.00 S 14,52500 50.00%
215 PIPE REMOVAL,(1&INDIA)(ALL DEPTHS),INCL EXC AND BACKFILL LF 920 i N f 56.20000 f 2100 f 19,320.00 f (36580.00) 25.00%f ww f 6620000 $
000%f ]500 f 56000.00 f 13,800.00 2500%
218 WET CONNECTION 6JN DIA X&INDIA EA 2 f 7,00000 f 14,000.00 f 2,20000 f 4,400.00 f (9,500.00) 28.57%$ 4.000.00 f 8,00000 f (8,000.00)
42.88%f 5,000.00 f 10,000.00 $ (4,000.00) -265]%
217 WET CONNECTION 124N DIA X 124N DIA EA 3 $ 9.500.00 $ 211,51XIM f 2,80000 $ 7,900.00 f (2670000) -7203%f 7,500.00 f 22,50000 $ (500000)
-2105%f 7.00000 $ 21,000.00 f (7,500.00) -28.32%
218 WET CONNECTION 1&IN DIA X 1814 DIA EA 8 f 12,000.00 f 98000.00 f 3.100.00 f 24,80000 f (71,2410.00) -74.17%f 6000.00 f 84 OMW f (32000.00)
33.33%f 10,00000. f 86000.00 f (18,000.00) -18.8]%
219 DUCTILE IRON FITTINGS TN 7.1 $ 10,000.00 f ]100000S 9,700.00 f 568]000 $ (2,130.00) 4M f 1000000 f 711000.00 f 000%$ 12,500.00 $
8,78.00 f 1],]5000 25.00%
220 BYPASS PUMPING LS 1 f 10,00 w f 10000.00 $ S,7W.00 S 5,700.00 $ (4.300.00) 43.00%f 25000.00 S 25,000.00 $ 15,000.00 150.00%f 15,000.00
f 15,000.00 f 5000.00 8.00%
221 VALVES(GATE TYPE)(&IN DIA) EA 1 S 2.61XIM $ 2,50000 f 1,900.00 f 1,90000 f (500.00) -N.OD%$ 2.850.00 $ 285000 f 35000 14.00%$ 3,000.00
S 3,00000 f 60000 2000%
222 VALVES(CIATE TYPE)(124N DU) EA 6 $ B.SW.00 f 39,000.00 f 6,700.00 S 26200.00 $ (10,80000) -2159%f 5,500.00 f 37,000.00 $ (6000.00) -1538%f
7.mm f 42,000.00 f 300000 7989%
223 VALVES(GATE TYPE)(16114 DIA) EA 5 f 16,000.00 f 75,00000 f 12,000.00 $ 50000.00 f (15000.00) -20.00%$ 12,500.00 f 62,50000 f (121500.00) -1881%f
13,50000 S 67,50000 $ (7,60000) .1000%
224 FIRE HYDRANT ASSEMBLY EA 3 S 8,000.00 f 18,000.00 f 9,200.8 f 27.M00 f 9,500.00 53.33%$ 10,8000 f 31,50000 $ 13,60000 ]5.00%f 8,00000
f 24,000.00 f 500000 33.33%
225 AUTOMATIC COMBINATION AIR RELEASE VALVE ASSEMBLY(2324 DIA) EA 2 $ 6,00000 f 10,000.00 f 3.800.00 f 700000 f (24(XIM) -24.00%f 9,00000 i
18,00000 f 8,000.00 8000%f 8,000.00 $ 18,000.00 f 8,000.00 W.0
228 BERMUDA BLOCK SODDING SY 108 f 15.00 f 1,82000 f 14.00 $ 1,51200 f (MM 2.87%$ 1200 f 1,298.00 $ (324.00) -20.00%f 11.30 f
1,22040 $ (3868) -2407%
f 17,758,385.82 f 10,775,183.44 S (2.983.832.18) -18.80% i 18,12924].]9 f (1.630,14].82) -8918% f 14,28,018.52 f (3,501,31709)
o7AL EsnYATED CONSTRUCTION COST $ 17,759,395.62 574,775,70.7.44 $16,129,7,47.79 $14,259,076.52
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REM W. REM DEWRIPTION IIIIIT W11NTT WRTCMT REM CWT uNIT OUT REM COOT DIFFERENCE % UNIT CMT ITEMCOOT DFFEWWE % IrINITODOT REM
COST OFFEWME %
I PREPARING ROW STA 53.26 f 1.25000 3 226.318.20 $ 5,25000 $ 279,606.80 $ 53,258.10 23.53% S 10,800.00 f 5)5,190.)2 $ 316,842.52 184.12%3
2.50000 S 133,146.00 $ (93,202.20) 11.18%
2 REMM CONC(DRIVEWAYS) SY 1476 f 1500 S 22.1.000 S 2000 $ 29.520.00 $ 7.38000 33.33% $ 27.00 f 39,852.00 $ 1],]1200 80.00% S 1000
$ 14,]611.00 $ (].380.00) -33.33%
3 REMOV CONC(SIDEWALK.RAMP OR SUP) SY 1135 S 10.00 f 11,35000 f 20.00 f 22.700.00 f 11.350.90 10000% $ 10.00 $ 11.35000 $ 0.00% S
1000 f 11.350.00 S 000%
4 REMOV CONC(CURB) LF 5219 $ 8.00 f 41,752.00 f S.. S 2608500 f (15,55]00) -37.50% 3 8.50 S NUl6 50 f 2,609!0 6.25% f 800
$ 41,752.00 f 00094
5 REMOV CONC(RETAINING WALLS) SY 27 $ 250.00 f 5]50.00 S 475.00 f 12,825.00 f 8,07500 W.- f 300.00 S 8,10000 $ 1.350.90 20.00%
S 1000 3 270.00 f (8.480.00) -006rW%
5 REWV CONC(ML) LF 240 f 90.90 $ 14,40000 3 35.00 $ 0.100.00 3 (6,000.00) 11.67% S 6.20 S 1018800 $ (121912.00) -917% f 12.00 $
2.880.00 $ (11,520.00) -0.00116
7 RMV(6.4W)MTAJNTRT BASE O ASPH PAV SY 13172 f X.90 S 92201.00 $ S.. 5 55,68000 $ (253".90) .26.57% $ 105 $ 13,830.50 f (78.3".40) -5.00%
$ 790 $ 92,20/.00 $ 000%
8 EXCAV(ROADWAY) CY 31335.99071 $ 16.00 f 554,100.83 S 20.00 f 626,))&58 f 62,671.07 11.11% $ 1600 f 581,100.51 $ 0.0014 S 29.00 f
908,829.11 $ 3",128.20 W.11%
9 EXCAV(SPECIAL) CY 5800 f 20.00 3 1]6,000.00 $ 25.00 $ 220000.00 $ ..No. 25.90% $ 1100 $ 9589000 S (79,290.00) 15.00%$ 30.00
$ 284,000.00 $ 88000.00 5000%
10 EMBANK(FNLKM)(TY A) CY 0990 $ 20.00 $ 119.900.90 $ 600 3 53,9.000 S (125,86000) -]0.90% $ 10.00 f 89000.00 S (89000.00) 40.90%$
35.90 S 311.65000 $ 131850.00 ]5.00%
11 EME-K(FNLXMXTY A) CY MOW f 20.00 $ ]3],800.00 $ 2800 $ 1,032890.90 $ 285120.00 4000% $ 15]5 f 5811017.50 $ (156,782.50) 11.25%S aOo
S 1,291,15000 $ 553.350.00 75.00%
12 FURN B PLACE TOPSOIL(4-) SY 250" $ 1.50 3 35916.00 $ 100 f 25084.00 5 (12,8)2.00) -33.33% f 5.00 $ 129,120.00 $ 90,80400 233.33%S
2.]0 S ]001880 S 31,1412.90 80.00%
13 BROADCAST SEED(PEW URB.N CLAY) SY 25904 S 1.00 S 25.904.00 S 100 $ 258".90 $ 000% S 0.50 3 12.972.00 $ (12.972.90) 40.90%$ 0.00
S 20,]55.20 $ (5,188.80) -20.00%
14 BROADCAST SEED(TEMP_WMM) SY 129]2 S 0.50 S 6,186.90 S 1.00 $ 12,0]2.00 S 8.186.00 100.00% f 050 S 6,405.00 f 0.00%$ ON $
10,3TT60 S 3,68180 60.00%
15 BROADCAST SEED(TEMP COOL) SY 12072 $ 0.50 f 5.18600 S 1.00 f 12,9]2.00 $ 6,486.00 10000% f 050 f 6,.8800 f 0.00%f ON $
10,3]].50 f 3,891.80 NW%
16 VEGETATIVE WATERING TOL 3560 f 15.00 3 5],800.00 $ 50.00 i 231,600.00 $ 1",]0000 300.00% 5 100 S 41.890.90 S (51,900.90) 43.33% S
15.00 j 5),900.00 $ 000%
17 FL M(CMP IN PLC)(iY A OR 6)(FNAL POS) CY 9229 $ 55.00 5 501.595.90 S 58.90 S 507.585.90 S 0.00% S 58.00 $ 535,282.00 $ 2],60]00 SAS%
S 8000 S "5,320.00 $ 235]25.00 1515%
18 GEOGRID BASE REINFORCEMENT(TYPE 2) SY 27677 S 5.00 $ 13538590 f 390 S 55.354.90 S (83,031.00) -60.00%F$ 132.W
f 110,]08.00 S (2],6]].00) -20.00% f 200 S 55,354.00 i (83,03100) -0.90%
19 PRIME COAT(MC40 OR AEP) GILL 4337 $ 8.90 S 25022.00 S 5.90 $ 21,685.00 S (4,337.00) -16.67% $ S 15,61320 $ (10,40880) 410.00%
S 5.00 S 21,685.00 S (4.337.00) -16.87%
20 RGR HMA TY-B PG6422 TON 7351 f 120.00 S 882,12000 f 118.00 $ 867,11&90 S (11,]0200) -1.6774 $ S "5.10000 S (14],02000) -16.6]%
f 11000 $ 808.610.00 f (73,51000) 4.33%
21 D-OR HIM WV PG70.22 TON 2452 $ 140.90 S 3.52WW S 150.00 $ 367.80000 $ 24.520.00 1.14% S 323.681.00 S (19,616.00) 4.71% S 14000
3 343,280.00 S 000%22 TACK COAT GAL 21]0 S 5.00 3 10,&50.00 S 6.00 S 13,000 3 2,17000 20.00% S 7,585.00 $ (3,25500) -30.00% 3 550 S
11,935.90 S 1,085.00 MOM
23 PLANE B TEXT ASPH CONC PAV(W TO 1') SY 2889 3 20.90 S 57,]90.00 S 9.00 S 25,821.00 S (31,55900) -5500% f 14,345.00 S (43,03500) -]500%
f 9.00 S 25,821.00 S (31,559.00) 45.110%24 CUT B RESTORING PAV SY 473 3 40000 S 185200.00 S 2000 S 9,18000 S (179,740.00) -9500% 3 141800.00
S (47.30000) -25.00%f 100.00 S 4],300.00 S (141,900.00) -]500%25 CEM STABIL MFL CY 290 S 285.90 S 74,200.00 S "600 S 124800.00 3 50.49000
6].9M S 48.29000 S (28.090.90) 417.74%S 300.00 S 8100000 S 9,800.00 1321%
26 TRENCH EXCAVATION PROTECTION LF 2902 S 8.00 3 25818.00 S 100 3 10.40800 S (10,"8.00) -sow% 3 9.107.00 It (11,]0900) 46.25%f
1.00 f 2,90200 3 (18,214.00) 47.50%
27 DRILL SI-T(36 IN) LF 1514 $ 39500 S 5981030.00 $ 38&90 $ 902.57200 $ 4.542.00 0.76% $ 23..00 $ 361,846.00 S (236,18400) 419"%S
330.00 S 49582000 $ (96,110.90) -18"%
28 DRILL SI-T(RDWY ILL POLE)(30 IN) LF 4192 f 450.00 $ 176,400.00 3 WON S 1",17600 $ (28,224.90) -18.00% S 265.00 $ 103.890.00 S (72,520.00)
41,11%$ 290.00 S 109,76000 S (",6"00) -37.70%
28 DRILL SIVFT(TRF SIG POLE)(36IN) LF 13 S 55000 $ 7.26700 $ 49000 $ 6,37000 $ (887.00) -12.34% f 45500 $ 5,91500 f (1,35200) -18.60%S
15000 $ 5,550.00 S (1,11].00) -19.50%
30 DRILL SHAFT(TRF SIG POLE)("IN) LF " f 800.00 f 35,200.00 $ OWN $ 271910.00 $ (],280.00) -20.83% $ 59000 3 25.990.00 $ (9240.00) -26.25%S
ODOM f 26.4W00 S (5800.00) -25.90%
31 CL A CONC(COLIAR) EA 1 S 1,050.00 S 1,050.00 S 1,200.00 S 1,29000 $ (850 00) -35.14% $ 2,60000 $ 2.600.00 f 750,00 ".84%S 1,90000
S 1.090.00 S (850.00) As"%
32 CL C CONC(ABUT) CY 102.9 3 1,90000 $ 15135000 $ 1,70.90 S 178,017900 3 2388].90 15.413% $ 1,190.90 3 123."0.90 S (30,57000) -20.90%
f 1,29000 f 1231490.00 f (30.870.00) -20.00%
33 CL C CONC(CRP) CY 102.1 S JATS00 S 1]1.01].50 f 11920.90 S 18503200 S 25.014.50 14.51% S 1,590.00 f 153,150.00 $ (17887950) -1015%
3 1,190.00 5 112.310.00 3 (58,707.50) 44.33%
34 CL C CONC(CMWN) CY 24.1 f 1,075.00 f ".387.50 $ 2,050.90 $ 40,405.00 $ 9,031.50 22.39% $ 2,10000 $ 50,610.90 3 10,24250 25.37% f
"'u)II 0 $ 33,]40.00 f (6,627.50) -15.12%
35 REINF CONC SLAB OF 12981 $ 3200 S 411]52.90 S 26.90 $ "5990.90 S (77.750.90) -15.7% f 2&90 f 362.9011.00 $ (5181400) -12.50% S
2100 $ 311,084.00 f (103.886.00) .25.00%
36 BRIDGE SIDEWALK OF 2&52 $ 90.00 f 158,120.00 f 1..00 $ 50,38800 f (108,"200) -8.33% S 1590 S 3579000 3 (119.310.90) -75.00% S
15.00 S 39.]50.00 3 (118,510.00) -75.90%
37 APPROACH SLAB CY 2138 $ 71`5.00 f 165,1]2.50 f 750.00 $ 190,425.00 $ (5,34].50) 41.23% S 47000 S 190,533.90 $ (6523880) 49.35%
S No. S 171,120.00 $ 5,317.50 3241%
38PRESTR CONC X4EAM(5%8X1) LF IMIN $ 332.90 3 432,622.58 $ 100.90 $ 521.232.00 S 08.508." 20."% $ 290.00 $ 37],903.20 $ (51.]29.36) -12.65%
S 35000 $ /5501800 $ 23.455." 5.42%
39 RIPRAP(CONCX6 IN) CY 90 $ 6".90 f 66.82500 f 6X000 $ 66133000 $ (495.00) -0.74% $ 650.90 5 84.35000 f (2.475.90) 41.70%f 530.00
f 52,470.00 $ (14,35500) 41.40%
40 111—(MOW BTRIP)(4 IN) CY 18 f 750.90 S 12,09000 S 525.00 $ 8,10000 $ (3,89000) -30.90% f 72000 $ 11,520.00 $ (180.00) 1.9014 f 990.00
$ 14,40000 $ 2,100.90 2000%
41 111—(STONE PROTECTIONX IS IN) CY 020 $ 235.90 S 190,590.00 f 100.00 $ 1",01000 i 14S,84U.90) -23.10% $ 12500 $ 186,300.90 S (6200.90)
1.26%S 120.00 S .538000 $ (95.22000) 410.90%
42 SIR STEEL(WW NON-BRIDGE) LB 397 3 27.90 $ 10,11..00 S 80.00 $ 23,81000 S 13,101.00 122.22% f 21.W f 0.33]00 S (2,]02.00) -22.22%f
25.00 f 8,.2500 f (794.00) -1.1%
43 RAIL(TY T411) LF 155 S 33600 $ 90,790.00 $ 217.00 S 8519600 S (23,590.90) -25.27% f 16500 f 49,590.00 S ("200.00) 414.79%f M&W f
$7,00000 3 (22.]9000) -2541]%
44 RAIL(TYCI11) LF US $ 315.90 S 125,950.90 $ MOM f 112,2".00 S (14,72000) -11.50% $ 15100 ! _p- $ (50.89000) 46.38%S 290.00 f
95,31200 $ (31.8".90) -24.93%
45 RAIL(HANDRAILM B) LF 687 $ 20000 $ 133,490.00 $ 100.00 $ 88,790.00 S (65]!10.90) -50.00% f 19000 $ 86.790.00 S (55]90.00) _5000%
$ S 90.030.90 3 (73,3]0.00) 45.00%
45 SEALEDEX I&ONJOINT(4IN)(SEJ-M) LF 191 S 28500 $ 5..435.90 3 34590 S 65.905.00 $ 11,450.90 21.05% f 24000 $ 45,840.00 $ (8,59500) -15.]9%
0 $ 57,300.90 S 2,88500 5.26%
47 CONC BOX WLV IS FT X 4 FT) LF 581 f 60000 $ "],290.00 3 555.90 S 324.190.00 $ (143,090.90) -30.83% S 560.90 S 32]01000 $ (140.190.00) 40.90%
$ 4150.490.90 $ (116,890.00) -25.00%
40 CONC BOX WLV(6 FT X 4 FT) LF 838 f ]25.90 S 161,100.90 f 655.90 f 422.840.00 $ (3518000) 428% $ 890.90 $ 419,"0.90 S (11.31000) -ODM$
$ "5290.90 S (15.900.00) 4.15%
49 RC PIPE(CL 01)(18 IN) LF 1318 $ 120.00 S 185,12000 $ 115.90 $ 116.960.00 f (".180.90) -29.1]% f 115.90 f 158,240.90 f (6890.00)
41.17% f 137,600.00 f (27.520.00) -16.67%
50 RC PIPE(CL 111)(24 IN) LF 1781 S 15000 $ 284,15000 S 110.90 $ 193,710.00 S (70,4".90) -28.6]% f 110.90 f 1931710.90 $ (70,"0.00) -26.87%
$ 0 $ 211,320.00 S (52,630.00) - 9014
51 RC PIPE(CL 111)(M IN) LF 71 $ 185.00 3 13,135.00 f 135.00 $ 9,585.00 $ (3,55000) 47.03% S 19000 S 13,4110.90 3 35500 2.70% 00
3 10.850.90 S (2,455.90) -1SOM
52 RC PIPE(CL IlIX35IN) LF 1453 S 22000 $ 310,89000 S 160.00 $ 281.510.00 S (55120.00) -15.10% $ 22500 S 328.925.90 $ 7.M.90 2.27%
$ 0 $ 276.07000 f (43,590.90) -1304%
53 RC PIPE(CL 111)(42 IN) LF 153 $ 335.90 S 51,255.00 $ 130.00 $ 35,180.00 $ (16085.00) -31.84% $ 2.5.00 S 45,13500 $ (8.12000) -11.84%
00 S 35250.00 $ (13,005.90) -25.37%
84 RC PIPE(CL IV)(24IN) LF 225 $ 290.90 3 15,09000 $ 125.00 S 25125.90 3 (16,875.00) -417.50% f 105.00 $ 4182500 S (3,375.90) -X.50%f
300.00 f 6],500.00 S 22,500.00 5000%
55 MANH(COMPL)(PRMX601N) EA 2 S 8,000.90 $ 18.000.00 $ 7,30000 f 1160000 f (1,400.00) 4.15% $ 8450000 $ 17,29000 S 1200.00 7.50%S
7090.00 S 1400000 $ (2.000.90) -12.5014
S6 MANH(CWPL)(PRMX721N) EA 1 3 8,500.90 $ 8,500.90 S 97500.90 S 9500.00 f 1,900.90 11.76% $ 1500000 $ 1500000 $ 6.500.00 76.47%S 8,000.00
f 8,00000 $ (500.90)
ST JCTBOX(CWPLXPJB)(6FTX6FT) EA 1 S 13,500.90 f 13,500.00 S 13,09000 S 1509000 S (500.90) 4.70%S 15,00000 S 15,09000 S 1,59000 11.11%$
7090.90 S 7090.00 S (8,500.90) 418.15%
58 JCTBOX(CWKXPJB)(SI T(OFT) EA 2 $ 2200000 f ",000.90 f 22,090.90 $ "00000 f 000% $ 20000 90 3 4o090.00 $ (109000) -.ODX$ 19,900.90
S 311090 00 f (6000.00) -13L"%
SD INLET(COLIPL)(MOX3FIXLEFT) EA 22 f 8.590.00 $ 143,900.90 S 5900.90 $ 127890.00 $ (15.4WLW) -10.17% f 9000.90 S 116.090.00 f 3309000
23r"%$ 6,000.90 $ 132090.00 S (11,000.00) -190%
60 INLET(COMPL)(MOX3FT)(RIGHT) EA 0 $ 6,50000 5 52,00000 f 5,100.90 $ 45,800.00 f (6,40000) -12.31% S 590590 $ 64,000.00 f 12,WON 23rW%3
6090.00 S 18.000.00 $ (4.090.00) -159%
81 INLET(COMFI)(PCON3FTXBOM) FA 5 S ].500.00 S 3],500.90 S 8,55000 S 32,750.00 3 (1,]50.00) -1I.6M S 9.900.90 S 10.000.90 f 2.50000
8.01% f 9.090.90 $ 40,000.00 S 2.500.00 881%
62 INLET(COWL)(MOX4FT)(LEFT) EA 5 f 8,500.00 S ",59000 S X,30000 f 38,500.00 S (8,000.00) -1..11% f 8,500.90 S 12,500.90 S 0.00% f
9.000.00 f 40.000.00 3 (2.500.00) 4.90%
83 INLET(COMPL)(PSL)(RCX5FTXOFT) EA 1 f 14,500.00 f 14,590.00 f 9,900.00 f 9,00000 f (4.79000) -32.11% S 9,900.00 3 8,000.90 S (5,500.90)
47.91% S 9,900.00 S 8.000.00 f (5.500.90) 417.93%
84 INLET(COMPL)(PSLXRCX&FTXWT) EA 2 $ 20.590.90 S 411000.00 $ 219900.90 S 42.900.00 I f 1000.90 1 2-1 S 11,900.90 f 34,00000 I f (7.900.90)
-17.0 $ 1209000 $ 21,900.00 f (17.000.90) 11.18%
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137 REEL PAVMRK TY I(W)(WORDXIWMIL) EA 24 $ 185.00 S 0,680.00 f 1fi5.00 3 3,860.00 S (720.00) -15.38%S 180.00 IF 3,810.00 3 (.000) -17.65%3
250.00 S 8,100.00 f 3,]2000 7848%
1. REF PAV MRK W I(W)M-(YLD TRI)IODMIL) EA 3 f 7.00 f 2100 S 8500 S 25500 S 221.00 1111.28%S NM S 210.00 S 218.00 1042.86%S 180.00 f
51000 f 518.00 21]1 A3%
I. PAVEMENT SLER 6' LF 5855 f 1.00 f 5,855.. f 100 f 5,655.00 f 0.00%S 040 3 2,26200 S (3,383.00) 10.00%S 100 3 5,855.00 S
000%
110 PAVEMENT SLER B' LF 3085 f 100 f 3,085.00 3 1.00 S 3,085.00 $ 0.00%f OSS 3 1,BB6.T5 f (1,38815) 45.00%3 2.00 f 6.17000
S 3101MM 100MM
111 PAVEMENT SLER tY LF 332 3 1.20 S 286.40 i 2.00 f 888.00 f SB190 150.00%f 3.00 f BB6.00 f SB7.80 150.00%$ 3.00 ! BB8.00 f
587.60 150.00%
112 PAVEMENT SLER 24' LF 881 3 1.10 $ 825.10 $ 6.00 $ 3,866.00 f 3,010.90 J2B.57%3 8.00 f 2,888.00 $ 2,01080 J2B.57%3 5.00 3 3,205.00
f 2,3]8.80 257.11%
143 PAVEMENT SUER(ARROW) EA 00 f 70.00 f 2,10000 f 85.00 S 2,550.00 S 150.00 2143%f 60.00 S 2.400.00 $ 30000 11.28%3 100.00 f
3.000.00 3 MOM 42.88%
1M PAVEMENT SLER(WORD) EA 21 3 70.00 $ 1,880.00 3 10000 S 2.100.00 S 720.00 12.88%f 100.00 S 2,100.00 f 720.00 12.88%$ 180.00 3
1.320.00 f 2,6!0.00 157.11%
K111REFL PAV MRK TY I(W)6-(BRK)1100MIL) LF 4427 f 2.00 f 8,851.00 S 2. f 8,851.00 3 0.00%S 2.30 S 10,!81.10 S 1,328.10 1500%S 2.00 f
8....00 S 000%REFL PAV MRK TY I(Y)8'(SLDXI DOMIL) LF 1228 3 600 f 7.368.00 S 200 f 2.156.00 f (1,812.00) 16.67%f 2.30 5 2,821.10 S (1,513.60)
11.67%S 2.20 f 2,701.6D S (1566.10)REFL PAV MRI03 TY)ICC EA 217 f 8.00 S 1,73800 S 8.00 5 1,]3800 i 0.00%S 7.00 3 1,62].50 3 (108.50)
125%3 800 f 1,]36.00 f O.W%REFL PAV MRKR TY llG EA 57 3 800 3 15600 $ 500 3 156.00 f 000%f 7.50 f 127.50 f (2550) 125%f 800 i
158.00 f 000%
F1IM EM PM lMPK9 N'1 LF ]181 S 1.50 S 10,741.50 f 2.W f 11,322.00 f 3580.50 3333%f 1.30 f 8,300.00 f (1432.20) -13.33%f 2. S
11,32200 S 3,580.50 33.33%
PAV SURF PREP FOR MRK(.') LF 5855 f 150 f 9.482.50 f 1.00 f 5,85500 f (2,827.50) 23.33%f 012 S 878.80 S (7.803.90) -0200%i 0.00 3
1,88650 f (6.]88.00) 1000%
PAV SURF PREP FOR MRK(W) LF 21185 f 1.50 S 4182).50 f 1.00 f 3085.00 S (1,512.50) -33.33%S OAS 5 16215 f (4,1..75) -0000%f 0.40 f
1,231.00 f (3,383.50) -73.33%
PAV SURF PREP FOR MRK(121) LF MR f 200 S 68100 S 1.00 f 332.00 $ (332.00) -5000%5 0.20 $ SSM $ (581.80) -90.00%S 0.80 f 188.20 3
(461.80) -70.00%
153 PAV SURF PREP FOR MRK(241 LF 681 f 2.00 f 1,32200 f 100 $ 861.00 $ (88100) -50.00%5 0.10 f 251.10 $ (1.05].80) -M`16 3 100
f 68100 f (881.00) 50.00%
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1119%
155 Malwuml EA 24 f 5500 f 1,320.00 S 40.00 $ 860.00 f (360.00) -2127%f 52.00 f 1,218.00 S (/2.00) 145%$ M. $ 1,880.00 S
36000 2127,6
156 n11egAT®1 FA 1 $ 85.00000 $ 85000.. 3 5500.00 S 8,-,. 11 (58.500.00) -0562%S 8,500.00 S 8,500.00 f (56,50000) 18.81%$ 9,000.00 f 8,000.00
f (5],000.00) -07.68%
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3 (11,000.00) -0500%
158 EA 5 50.00000 f 90,000.00 3 .,000.00 i .,000.00 i 34,000.00 68.00%f 17,90000 i 17,000.00 f 27.000.00 54.00%$ 90,000.00 f 8500000 3
90,000.00 80.00%
158 YH19U BECIII•X q-) EA 8 f ]50.00 f 8,000.00 f 400.00 f 3200.00 f (250000) 28.6]%f 385.00 f 3180.00 S (2,61000) 2].33%S 40000 f
3.20000 f (2,600.00) 4657%
160 eEc0 qaw Anel EA 4 S 750.00 $ 3,000.00 S 400.00 3 1.800.00 S (1.400.00) 16.8]%S 38500 S tMILOD f (1.42000) -17.33%f 400.00 S
I,900.OD f (1,100.00) 26.67%
161 MC IIZSmryal EA 9 f 750.00 f 5000.00 f 40000 f 3.200.00 f (2,800.00) 28.67%3 385.00 f 3180.00 S (2,81000) 47.33%S 40000 $
3.200.00 f (2,60000) 265]%
162 VEH SIO SEC(1 21LED(YEL ARW) FA 4 $ Moo $ 1,800.00 S 400.00 3 1,80000 3 (1,00000) -38.16%S 395.00 S 1,580.00 f (1,020.00) -38.23%$
400.00 f 1a.rpo $ (1,000.00) 28.46%
163 VEH SIO SEC(1 2-)LED(RED) EA 8 $ 15000 $ 6,0000D f 40000 f 3.20000 f (2,800.00) 46.6]%f 385.00 f 3,160.00 f (2,610.00) 47.33%f 10000
3 3,20000 S (2,800.00) 48.87%
181 VEH SIO SEC(I 2-)LED(RED ARW) EA 2 S 750.00 f 1,500.00 $ 10000 3 80000 f (700.00) -18.87%3 385.00 S 19000 S (71000) 47.33%$ 400.00
f 900.00 $ (700.00) 4651%
165 PEO SIO SEC(LED)(COUNTDOWN) EA 3 f 1,100.00 f 3,300.00 $ 500.0D $ 1,50000 f (1,800.00) -5155%5 ..r. 3 1,(4000 3 (1.880.00) 58.38%S
500.00 $ 1,500.00 S (1500.90) 44.55%
188 BACK PLATE(IYx3 SECT) EA 6 $ 190.00 3 1,11000 3 I... $ 80000 3 (240.00) -21.05%3 IS06M S 900.00 f (24000) -21.05%f 14000 f
810.00 f (300.00) -28.32%
167 BACKPLATE(1Yx15ECT) EA 4 f 250.00 3 1,000.00 f 175.00 f 700.00 $ (300.00) -30.00%f 185M f 710.00 S (250.00) -26.00%f IN. S
71000 3 ON.) -28.00%
189 TRF SIO CBL(TY A)(14 AWG)(S COMDR) LF $62 f 4.50 f 2,52800 f 300 f 1,69800 f (843.00) 43.33%f 3.20 3 1,]9840 $ (MM) -28.88%3
J.00 f 1,68600 f (9,6300) 33.33%
188 TRF SIG CBL(TY A)(14 AWG)(7 COMDR) LF 1370 f 3.50 3 1,183.00 f 4M 3 5.450.00 5 88500 14.28%3 3.75 S 5,137.50 f 212.50 7.14%f
400 f S.A oo 3 895.. 11.28%
170 TRF SIO CBL(TY A)(14 AWp)L2D CONDR) LF 790 f 8.00 f 5.21000 f 800 f G.M. f 0M%S 150 f 5,850.00 $ (38000) 1.25%3 100 3 5.480.00
$ (780.00) -1250%
171 TRFSIGCBL(TYC)(I4-G)(2CONDR) EA 1150 f 1.90 f 2.242.00 $ 2.00 f 2,380.00 f 11800 5.25%f 2.85 f 3,127.00 $ 855.. 3847%3 3.00
$ 3,540.00 $ 1,288.00 5768M
172 INS TRF SIO PL AM(b)1I( )LUM EA 1 S 40,000.00 $ 4000000 S Mom.. i 18.000.00 S (24,000.00) -80.00%f 14,500.00 3 11,500.00 f (25.50000)
43.75%f 14,000.00 f 14,000.00 S (35000.00) 15.00%
173 INS TRF SIO PL AM(S)l ARM(60')LUM EA 1 $ 60.00000 f 00,000.00 f 40,000.00 f 40.000.00 f (25000.00) -33.33%$ 40,000.00 $ 404000.00 $
(2000000) 33.23%$ ..000.00 $ 35000.00 $ In.-00) 3857%
174 INS TRF SIO PL AM(S)2 ARM(55.28JLUM EA I S 51,000.00 $ 51,000.00 $ 45,000.00 S 15,000.00 S (5000.00) -1116%$ .,00000 $ 41,000.00 i (7,00000)
.13.13%$ 42,000.00 f 421000.00 f (8100(o00) -17.65%
175 PED POLE ASSEMBLY EA 3 f 7.500.00 $ 22pwD. f 3,000.00 f 5000.00 f (13,500.00) 10.00%f 3,20000 f 9,600.00 S (12,80000) 57.33%S 300000
$ 8,000.00 $ (13,500.00) 60.0014
175 REMOVE PEO POLE ASSEMBLY EA 1 5 1,40000 $ 1,100.00 f 300.00 f 300.00 S (1.100.00) -70.57%S 320.00 $ 32000 3 (1,08000) -11.14%S
300.00 i Moo f (1,100.00) -79.57%
177 PED DETECT PUSH BUTTON(APS) LF 3 f 2,000.00 f 6,000.00 f OWN f 2.]00.00 f (3300.00) -55.00%f .0. f 2.700.00 S (3,30000) 55.0014$
850.00 5 2,550.00 f (3,150.00) 51.50%
179 REMOVAL OF GROUND BOXES EA 7 $ 250.00 f 1,]5000 S 40000 5 2,900.00 f 1,050.00 60.0014 3 375.00 3 2525.00 5 87500 50.00%3
350.00 3 2.45000 f 700.00 40.00%
178 REMOVAL OF TRAFFIC SQNM POLE END EA 6 3 900.00 $ 5,100.00 f 2.000.00 f 12.000.00 $ COMM In.%f 1,900.00 f 10.90000 f 5.400.00 100.00%f
1,600.00 $ 1050000 S 5,100.00 100.00%
180 ITS COM COL.(ETHERNET)(CAT-SE)DETECTION LF 1081 f 3.25 f 3,118.25 $ 100 f 1,061.00 f (2..7.25) 18.23%$ 120 S 1,2]3.20 S (2,175.05)
43.08%S 1.00 S 1,06100 $ (2.387.25) 18.23%
181 ITS COM CBL(ETHERNET)((AT-SE)RARIO LF 305 $ 3.25 3 881.25 $ 1 OD $ 305.00 S (686.25) -6823%f 16. $ 366.00 f (525.25) 13.08%f 1.00 f
305.00 S (58815) 1833%
192 ITS COM CBL(ETHERNET)(CATSE)PTZ LF 380 $ 3.25 f 1117000 $ 100 S 36000 $ (810.00) -68.23%3 130 3 432.00 S (IM 00) 13.08%3 1.00
S 36000 S (810.00) 18.23%
183 VIVDS TEMPORARY EA 1 $ 45,000.00 3 45.000.00 $ 1,100.00 $ 1400.00 f (43.800.00) -9658%$ 1,100.00 f 1,10000 $ (13,800.00) -98.88%f 1,300.00
$ 1,300.00 f (13,700.00) -07.11%
181 VDS(HVOS)(I SAND RVDS) EA 1 $ 90,000.90 3 50.000.00 $ 4,600.00 $ 4,600.00 $ (45400.00) -8050%f /,000.00 $ 4,30000 $ (15,700.00)
41./0%f 4,000.00 f 4,000.00 5 (16,000.00) -0200%
185 VIDEO IMAGING AND RADAR DEFECTOR EA 4 f 8,500.00 f 39,000.00 $ 4,000.00 S 15,000.00 f (21.000.00) -51.88%$ 3,70000 i 14,80000 f (23.20000)
11.05%S 3.50000 S 14,00D.00 f (24,000.00) 43.16%
1. VIDE0I1M01NOANDRADARSET-UPSYS EA 1 f 7,50000 3 1500.00 f 1.100.00 f 1.100.00 f (6.400.00) -85.33%f 1,100.00 f 1,100.00 3 (6.400.00) 45.33%f
1,000.00 f 1,00000 f (6,50000) 16.87%
197 VIDI GE AND RADAR DET PROCESSOR SYS EA 1 S 15000.00 f MON.. $ 4,50000 $ 4,800.00 S (1040000) 18.33%$ 4,30000 3 4.20000 $ (10.10000)
-11.33%$ 1,00000 3 4.00000 3 (11.00000) .73.33%
1. AXIS 0831 SLE NETWORK-CAMERA EA 1 $ 3,50000 S 3.30000 S 4,300.00 S 4.300.00 $ 900.00 22.88%f 4,000.00 f 4,000.00 $ 500.00 14.29%3
4,000.00 f 1,00000 f 50000 11.28%
1. COMNEF ETHERNET SWITCH EA 1 S 1,10000 f 1,100.00 f 150000 3 1500.00 $ 70000 83..%S 1.]0000 3 1,]00.00 $ 80000 5155%S It-D0 $ 1.800.00
$ 50000 4545%
180 PEGASUS TWISTPORT SERIES RADIO EA I is 2,20000 f 2,200.00 f 150000 f 1.-w $ (40000) -18.18%3 1,700.00 S 1,700.00 S (50000) -22.73%$
1,80000 $ 1,600.00 3 (500.00) 17,27%
181 ULTRADISH TP100 ANTENNA WMWISTPORT CONNECTOR EA 1 f OWN S WOO S 690.00 S 60000 S (21000) -22.33%S 610.00 $ .0.00 $ (260.00) -28.88%i 600.00
1600.00 f (300.00) 33.33%
182 OPOCOM DEFECTOR-OTT MODEL 122 EA 3 5 1,500.00 f 4,500.00 f 1,]0000 $ 5.10000 f 600.00 13.33%f 1,500.00 $ 41900.00 S MM 6.67%S 1,500.00
f 1,500.00 $ 0.00%
183 OPDCOM PHASE SELECTOR-OTT MODEL T. EA 1 f 500.00 $ 500.00 $ 4,80000 $ 1,60000 f 4,100.00 820.00%f 1,300.00 f 1.300.00 f 3,800.00 780.00%f
4,000.00 f 4,000.00 f 3500.00 100.00%
181 OPTICOI CARO RACK-GTT MODEL 750 EA 1 $ 750.00 f 75000 f 1,00000 5 It-D0 f 250.00 33.33%f 88000 f 980.00 5 210.00 2500%S 1,000.00 f
1,WIM S 150.00 33.33%
185 OPOCOM CABLE-OTT MODEL IN LF 619 f 2.. S 1,83600 f 26M $ I'm Do, $ 0.00%$ 2.15 $ 1,1070 f 122.]0 1.50%$ 2.00 $ 1,635.00
$ 0.00%
185 ILSN(LED)(9 S)(CLEAN PROFILE OR BRITELITE EDGE LR STREET NAME SIGN) EA 4 5 4000.00 3 15,00000 S 5,200 W f 20,50000 5 4,800.00 2000%3 1,80000
3 16,20000 3 3100.00 20.00%f 5,000.00 5 20000 00 S 100000 2-%
197 FI-M-E FILL CY 124.3 i 400.00 f 1572000 $ 3•WrW 3 43,50500 S (8.215.00) -12.50%S 155.00 f 20,508.50 3 (29310.50) 58.]5%3 250.00
f 31,01500 i (16,.500) 1750%
IN CLASS D.2000 PSI CONCRETE CY 25.2 f 250.00 $ 7050.00 f 350.00 f 8,870.00 f 2,0.DID 40.00%f 390.00 f 6,30500 $ 2356.00 3200%f
30000 f 9,160.00 S 1,41000 90.
I. REMOVE EXISTING FIRE HYDRANT EA 4 $ 1,000.00 3 1.00000 $ 340000 3 13.800.00 S 11.600.00 110.00%$ 2,000.00 3 8,000.00 3 4,000.00
10000%3 1,0006. 3 4,000.00 f I)6 %
200 ADJUST WATER VALVE TO FO EA f0 f 1,00000 S 10,000.00 f 3,00000 f 90,000.00 f 25000.00 200.00%$ 550.00 f 6,500.00 S (1,50000) -1500%f
40000 $ 100000 $ (81000.00) 40.00%
Mt AUTOMATIC COMBINATION AIR RELEASE VALVE ASSEMBLY(3IN DIA) EA 1 $ 100000 f 1,000.00 S 15,500.00 f 28,500.00 $ Mom 2550.00%$ 8,600.. i
8,800.. S 8.600.00 880.00%$ 8.00000 i 5000.00 f 5000.00 600.00%
202 REMOVE WATER VALVE EA 3 f 75000 f 2.250.00 f 5,700.00 f 17dIMW f 14,050.00 660.00%f 1,100.00 f 4,200.00 f 1185000 96.8]%$ 1,000.00
f 3,000.00 $ ]50.00 33.33%
.3 ADJUST WATER VALVE BOX TO FO EA 8 S 1,00000 $ 8.000.00 f 2500.00 f 20,000.00 f 12000.00 150.00%$ 810.00 f 71280.00 f (12000)
4.00%f 310.00 f 2,120.00 f (5,290.00) 16.00116
201 ENCASEMENT PIPE,24 DIA,STEEL,I/11IN THCK,OPEN CUT(ALL DEPTHS) LF 330 $ 23500 5 ]7,55000 3 135.00 f 44,550.00 f (33,000.00) 42.55%3 .0.00
f 112,200.00 S ..550.00 %S 300.00 S 89.000.00 3 211190.00 2168%
205 ENCASEMENT PI PE,JOIN Dol STEEL,IQ4N THCK OPEN CUT(ALL DEPTHS) LF 90 3 2]5.00 S 24,15000 S 265.00 5 23.650.00 3 (900.00) 3,.%S 5M. f 45,000.00
S 2035000 81.62%S 550.00 S 46.500.0 f 24,]50.00 100.00%
208 MAJOR IMNMOLE ADJUSTMENT EA 1 f 6.000.00 $ 6,000.00 f "'Doo Do
f 1100000 f &WLDD 133.33%f 5,500.00 f 5,500.00 $ (40000) 1.67%$ 5,000.00 S 5,000.00 S (1,000.00) -1857%
20] TRENCH SAFETY SYSTEMS(ALL DEPTHS) LF 1.D S 10.00 S 13.60000 3 �00 3 5,!2 Do 3 (8,180.00) 10.00%S 5.50 f 7,480.00 f (5120.00) 45.00%S
1.00 S 1,350.. S (11,140.00)
108 PIPE,PVC C.W(6IN DIA)(ALL DEPTHS),INCL EXC AND BACKFILL LF 100 f 110.00 5 20.80000 S 78.00 1 14,110.00 f (8.480.00) -30.81%S 100.001$
1.,000.00 15 (1,800.00) -B.OB%S 1 oio S 15000.00 I S
2/26/2025 K FsocESE
Fop 11 x116
AL
RGIJND Ro1x 7EXAs
26 PIPE,CL 250 RESTRMNED JOINT M(SIN DA)(ALL DEPOTS),INCL EXC AND BACKFILL LF 11 f 11000 f 1,210.00 S 111 f 444.0 $ 3,15000 283.61%f 380.00 f
4,18000 f 2,870.00 255.!.5 S 15000 S 1,65000 f ,{0.00 38.36%
210 PIPE,CL 250 RESOWNED JOINTd(12JN gA)(ALL DEPOTS),INCL EXC MIO BAC1ffILL LF S6 S IN.. $ 12,800.00 f 18600 S 14,15000 f 1,2X00 10.00%f 28000
S 24,510.00 f 12,-6 53.33 $ 170.00 $ 14,620.00 S 1,]20.00 13.33%
211 PIPE,CL 2N RES NNED JOINT DI(164N DIA)(ALL OEPTNS),INCL MC AND BACKFILL LF 613 f MIX, $ 111,525.00 f 20000 f 1N,8X.X f 21,07500 14425%S 215.
$ 206,53500 S 58,01000 50. $ 20500 f 1]2,815.00 f 25128000 17.11%
212 PIPE,CL 250 RESTRAINED JOINT DI(INN DIAL THROUGH ENCASEMENT LF 330 f IN.. $ 55,500.00 f M.X $ 26,(IN.W f (21,16000) .3.33%f 210. f 65.300.00
3 15.80. 10.00%f 180.00 3 52,900.00 $ 3,300.00 8.87%
213 PIPE,CL2.REBTRAINEO JOINT DI(I64N DIA),THROUGH ENCASEMENT LF 6 S 175.E S 15.]..00 $ 110.E f 120.00 f (3,IN.W) -20.X%$ 315.E S 28.350.E
S 12,800.00 ..00%$ 210.E f 19,BE.W f 3,1.00 2000%
214 PIPE REMOVAL,[INN M)(ALL DEPTHS),INCL EXC AND BACKFILL LF 681 S N.X S 28050E f 1000 f 23,240.E $ (6.6..X) -20.00%f 25.00 $ 14,525.E
$ (14,525.E) -W X%f 22.E $ 12,782.E $ (16,28600) -5800%
215 PIPE REMOVM,(161N M)(ALL DEPTHS),INCL EXC AND BACKFILL LF 520 S 80.E $ 562W.W $ 55.E 3 41,4X00 S (13,e6.W) -25.00%S 21.E S 15,320.E
S (35,BN.W) 65.00%f 25.E f 23,000.00 S (32,2E.E) 66.33%
210 WETCONNECTION"NdA16IN131A EA 2 f 7.XO.W f 14,000.E f 121OW.X f 21,X0.. f 1D,O6.W 71.43%$ 4,100.E S B.ZOO.N f (5,6..X) .1.3%f 3,000.E
f 6,X0.00 f (60..W) 6714%
217 WET CONNECTION 124N 0111 X 124N DIA EA 3 f 9,5X.. $ 28,SW.W f 13,0X.. S 36.0.E f 10,NO.W MU%$ 7,300.E $ 11,BE.. f (66W.E) -23.16%$ S,WO.W
S 12,X0.00 f (18,SE.E) b7.e9%
218 WETCONNECT10N 16IN DIAX I6-INOM EA 6 $ 12000.W $ 860X.2 f 14,000W $ 112,000.E $ 16,EO.E 16.67%S 7,60.. $ 62,4X.. $ (33,9..X) JS..%S S,EO.E
S 50X0.00 f (56.0.X) 68.33%
215 DUCTILE IRON FITTINGS TN 7.1 S 10,000.. 6 710..E f 7,SE.E f 53,2..E S (17,7N.W) -25.00%f 16,X0.. f 117,-W 3 58,1..E 65.E%f 23,000.E
f 1.,300.E f 52,3X.. 1.-
220 BYPASS PUMPING Le 1 $ 160... S 100X.W S 170..W $ 17,O..W S 7.X0.. 70.00%$ 32,.O.W $ 32,OW.W S 220X.W 22000%$ 10m.X S 100..00
S 0.00%
221 V-S(DAT TYPE)(&INDIA) FA 1 f 2,SW.E S 2,SW.W $ 4.3..W $ 4,.0.. $ 1,e00.W 72. f 3.60.. f 3,500.. f I.M.W 40.X%f 3,X0..
f 3,X000 f SEN 2000%
222 VMVES(GATE TYPE)(12-IN DM) EA 6 f 6,S... $ 39m S 6,600.E S 39.66.W S BX.W 1.51%S 7.800E S 45,8X.. $ 8,50000 18.52%f SOX.. $
3000000 S (8,000.W) -23.Oe%
.3 VALVES(GATE TYPE)(1&IN DM) EA 5 f ISO... $ 750... $ 12,6X.. S M,XO.N $ (11,X06) -11.81%S 14,X0. $ 70000.E f (S,WO.W) 6.67%f 13.OX.W
$ 65..000 S (100X..) -13.33%
225 FIRE HY-ASSEMBLY EA 3 $ 60X.. $ 16,0... $ 10,8... f 31,BX.W $ 13,9X,6 70.67%S 10,X000 $ WOOO.W f 16X0.. 6567%S 7X0.6 S 21000.00
S 30W.W 18.67%
125 AUTOWTICC BINATION AIR RELEASE VALVE ASSEMBLY(NN DM) EA 2 f 5,EO.E S 16000.. f 260X.. 3 53,800.. f N.80O.6 .6.00%$ 15,.0. S 30.EO.X f 20,00000
200.00%f R.M.W f 16000.00 S 6X0.6 N.W%
226 BERMUDA BLOCK SODDING 6Y 106 f 15.00 f 1,820.E S 1S.W f 1,62000 3 O.X%f 12.. f 1,2W.X f (324.X) -E. f IS.X f 1,620.00 f O.W%
$ 1],)59,395.62 S 15,570,635.18 $
(3,1B67W.53) -17.88% S 14,394,157.51 S(3,37513907) -18.01% i 15.201,6..79 3(2,557.731.83) -15.50%
OTAL E.TMATE.C.TRU MCOST 6 17,759,395.62 $
1{,670,835.79 6 14,764,1$7.56 6 15,201,660.78
crwlalol Er1m r Bla P.opuAl
PIGS .L-B16
F R I E 6 E
2/26/2025 Pale a 1116 K-
RDIINO RGOL TEXAS
City of Round Rock
Greenl-Blvd
Bid Tabulation
E,~.EallaMM Mn Canon allan LLC 41444 Lomrlcllnp Co,11C MMa Road.LLC
REM NO. REM DESCRIPTION UNM QIUAMI UW COR REM COR UNIT CMT REM COST OFFEREMCE % UNIT CMT REM COR DIFFERENCE % UNIT CMT REM COST
DIFFERENCE %
1 PREPARING ROW STA 53.28 $ 49250.N f 2X,N6." S 5,000.00 $ 266129200 $ XINS.N 17.65%S 2,000.00 f 108,518.50 S (118.831.10) 42."%f SM..
$ 128,087.20 f 198,719.00 88.24%
2 REMOV COW(DRI-AYS) BY 1176 6 15.00 $ 2.2140.00 S 25.00 S 38,moa 3 14,150.00 MBA $ 29.00 s 39.244.00 3 11,808.00 59.33%$ 34.00
$ 50,1".00 s 28,W.00 128.67%
3 REMOV CONIC(SIDEWALK RAMP OR SIP) R 1135 I 10.00 $ 11,330.00 s 25.. S 26,315.00 $ 17,025.00 150.00%S 1600 $ 20.2X.00 i 9.260.00 8000%S
32.00 $ 38,320.00 $ 24,870.00 220.00%
4 REMOV CONC(CURB) LF 5218 $ 6.00 S 41,752.00 S 5.00 $ n,OD5.0o f (15,657.00) ]7.50%S 7.00 S 35,5]3.00 3 (5.219.00) -12.50% 44,
S 8.. $ 871.. $ 5,2111M 12.50%
5 REMOV COW(RETMNINO WALLS) R 27 S 260.00 S 8,750.00 S 10000 3 2,760.00 S (4,050.00) -50.00%$ 200.00 6 5140000 $ (1,35000) -20.00%S 320.00
f 5,64000 $ 1,6"00 28.00%
6 REMOV CONIC(ML) LF 210 f W." S 14,400.00 $ 2000 $ 4,600.00 f (8,60000) -66.87%3 35.00 f BASIN f (5.200.00) -Sm S 41680 It 8,"000
It (4,560.00) -3147%
7 RW(6--10-)TRTIUNTRTBASEJL B PAV BY 13112 $ 700 6 82.2".00 S 1500 3 187,580.00 f 105,376.00 11139%f 5.50 S 72,446.00 S (18,758.00) 31.43%S
6.00 S 76,0]2.00 $ (13,172.00) -11.28%
5 IXGV(ROAOtl/AY) C 31335.83111 S 1800 $ $ 828,7)8.68 5 62,677.67 11.11%y 2600 f 614,612.30 $ 250,711,48 .N%$ 11.00 f '.no." S
(218,372.") -S5A9%
B EXGV(SPECNL) C X00 S 20.00 $ $ $ f 255,200.00 $ 79,200.00 45.00%$ 18.00 $ 110,4... $ (33,200.00) -20.00%
10 EMBANK(FNLXOC)(TY A) Of SB80 $ 20.00M $ 1000 $ 350600.00 S 110600.00 10000%$ Moo f 3/1.620.00 6 161.320.. won,f 38.00 5 323,"0.00
$ 143,610.00 80.00%
11 EMBANK(FNLXOCKTY A) C 38880 $ 20.00[jr. f 40.00 S 1.215,800.00 S 797,800.00 100.00%$ 37.00 f 1,3",830.00 y 827,1]0.00 85.00%f 22.00 f
811,580.00 f 1],750.00 10.00%
12 FURN 6 PLACE TOPSOIL(/') BY 25"1 $ 1.5000 3 5'. S 12072000 f 90801.00 23333%f 1.00 f 40.20.1.60 S 10,371.60 n6en%.3 2.50 S ",6 ..
5 25,"/00 88.813 BROA TSEED(PERMURB N CLAY) S3' 25844 $ 100 .00 f IN S 20,WN It 0.00%S 0.39 5 10,116.16 S (16,825.") fit. $ 020 f
7,523.76 S (15,120.24) -71.014 BROADCAST SEED(TEMPWARM) C 12972 3 0.50 .00 y 1.00 5 12.27200 S 6,4".00 100.0 S 028 f 3,761." S (2,724.12) -12.
S 028 3 3,181.58 S (2.72/.12) -an15 BROADCAST SEED(TEMPDOOL) R 12812 f 0.50 .00 6 100 f 12,97200 S 5,486.00 10000%S 0331$ 1,2Sa76 f
(2.205.24) 41. f 0.29 $ 3,781." $ (2744.12) 42.00%
16 VEGETATIVE WATERING TOL -a S 15.00 i 57.200.00 y 10.00 $ 3080000 S (10]00.00) -39.33%S 24.00 y 92,610.00 S ]4,710.00 60. S 37.00
f 112,820.00 f ",820.00 14457%
17 FL BE(CMP IN PLCXTY A OR S)(FNAL PM) C 6220 S 56.00 f 501,5".00 f 80.00 f "Sla.00 S 323,015.00 60." f X00 i 516,524.00 f lir-00 1.
S 11.00 5 655,259.00 i 147,-00 n.o11x
1aGEOORID BASE REINFORCEMENT(TYPE 2) 81 21671 S 50 X
0 S 1 ,XS.N S 3.00 f ",031.00 $,031. S (55.3".00) 40.0 50 3 4. $ 12/,"6." f (19.2]6.50) -10. 7.00
5 11.00 3 -,. S 1"62.20
,0 120.00%
19 PRIME COAT(NGw OR AE-P) GAL 4337 $ 6.00 3 20022.00 y 8.00 y 28,022.00 S aw,%$ 3.50 $ 15,118.50 $ (10,8412.50) 41. s 1.00
$ 17,318.00 S (8.871.00) -3.33%
20 OQR NMA TY4 PU8422 TON 7351 f 12000 f "2,120.00 S 193.00 f 571,-.00 f 95,583.00 10.83%3 105.00 $ 711,85500 f (110,285.00) -12.50%S 105.00
$ TTI.M00 f (110,265.00) -12.50%
21 D{GRHWTYCPG14n TON 2432 $ 1/0.00 S 313,244.. S 17500 $ 429,100.00 f 55,820.00 25.00%f 13100 S 333.221.00 y (7,96600) 1.14%S 144..
$ 353,-00 $ B,-.. 2.88%
n TACK COAT GM. 2170 f 500 S 10.850.00 S 700 S 15,10000 $ 4,M0.00 10.00%i 4.00 S B,M.00 S (2,17600) -20.00%S 310 S 0.3.00 f (2,38700)
-2200%
23 BANE 6 TEXT ASPH CONIC PAV(0'TO r) R 2"8 $ 2000 f 57,3".00 $ 11.00 f 31,558.00 S (25,821.00) 46.00%f 3.15 f 10,754.15 f (46,521.25)
41.25%f 4.00 6 11,176.00 S (45,9".00) -6000%
" CUT IRESTORING PAV R 476 f 100.00 f 1",200.00 S 2100 $ 9,933.00 S (178,281.00) -".75%$ 72.00 3 44,0X.00 f (166,1"00) 42.00%$ ]44.00
$ 178,1/0.00 f (9,160.00) -500%
25 CEM STABIL BKFI C 244 f 265.00 $ 14,200.00 3 30000 f ",000.00 S 6,300.00 1331%3 144.00 f 44,600.00 S (n.200.00) JB 62%3 150.00
f 50,400.00 S (23,800.00) -3205%
X TRENCH IXGVATM PROTECTION LF 4402 S 8.08 $ 20.518.00 f 5.00 $ 13,010.00 $ (1,806.00) J7. $ 1.00 $ 2,"2.00 $ (18]14.00) 4130%f 8.00
$ 15.212.00 S (5,2".00) -25.00%
21 DRILI SHAFT(X IN) LF 1511 f ]85.00 f 544.030.00 $ 100.00 S 805,800.00 $ 1,570.00 11 $ 200.00 f 439,060.00 f (1",870.00) 38."%$
350.00 f 575,320.00 f (22,110.00) JAG%
n ORULL SHAFT(RDWY ILL POLE)(30 IN) LF 3. i 450.00 $ 176.100.00 S 350.00 f 137.200.00 S (39.200.00) -Y! f 276.00 f 101,800.00 S (X.200.00)
4s. f 27500 S 107,800.00 f (X.300.00) -36.68%
n DRILL SRMFr(TRF SIO POLE)ISIS") LF 13 $ 55000 S 7,257.00 i 550.00 $ 7,150.00 $ (117.00) -1.61 S 175.00 $ 8,175.00 S (1,09200) -15. $
470.00 S 61110.00 S (1,157.00) -155
So DRILL SI-T(MF SIG POLE)(U IN) LF " $ "0.00 5 35,200.00 $ 750.00 f 3].000.00 f (2,200.00) 425 6 615.00 s 27,060.00 f (0,140.00)154
f "6.. f 26,796.00 f (5.101.00) -n."
31 CL A CONIC(COLIM) EA 1 $ 1,650.. 6 1,850.00 S 1,500.00 $ 1,500.00 f (950.00) -1411M f 10.000.00 S 10,000.00 f 6,150.00f 2,800.00
S 2440.00 f 750.00 44."
32 CL C CONIC(ABUT) C 1028 6 1,600.00 s 1",350.00 $ 1,500.. $ 1",34400 S SAM 5 1,244.00 y IM,625.00 S (25,72800) y 1,330.00 S 1X,857.00
$ (17,483.00) -11.33%
33 CL C CONCi(CAP) C 102.1 5 1,615.00 f 171,017.50 $ 1,500. $ 153,14400 f (17,"7.50) -10.15%S 1,150.00 S 117,415.00 f (5],442.") f
1,31000 $ 133,751.00 3 (37,2".50) 31.78%
M CL C CONC(COLUMN) CY 24.1 11 1,676.. 3 10,X1." f 1,"0.00 f X,150.00 $ (/,217.50) -10.45%S 1,/00.. $ 9],740.. f (6.627.50) 5 1,8...
$ X,-.00 S (1,507.50) 3.46%
X REINFOONC SLAB SF 12861 f Moo $ 414,752.00 y 32.00 $ 111,152.00 i 0.00%$ 26.00 $ 3M,023.00 5 (00,727.00) S moo y X28"00
$ (51,W.00) -12.60%
X BRIDGE SIDEWALK SF 2052 f Saw S 158,120.00 s 20.00 f 53,"0.00 $ (IM,060.00) 46.57%f 13.00 f 44,476.00 $ (1M.W.00) 6 1425
$ 37,78100 3 (121,X8.00) -7625%
37 APPROACH SLAB C 213.8 f 776.00 S 166,772.50 3 440.00 f 126,440.00 f (97,13250) -M 3 300.00 f 171.IMN f 5,"7.50 $ 913.00 3
183,2110.70 3 2051820 1781%
X PRESTR CONL X-BEAM(5-0) LF 1303." $ Moo $ Man." $ 400.00 y 521,232.00 f ".6M.44 20. i WIN $ 4115,176.10 y 52"7." 3 IM.. i
566-.7L f 132814.16 X.72%
38 RIPRAP(OONCXS IN) C M f 575."R$ 4"BU7.M.N
5.00 S 7".00 f 71,2".00 S 7,42500 11.11 $ Ss2M f ",61600 s (14120.44) 100.00 $ X,800.00 $ (27,22500) 40.74%
40 In-(MM STRIPX4 IN) C 14 $ 1N.000.. S 445000 S 10,100.. f (1,440..) -13. f 900.00 f 14AM.N i 2,400.. 211. 744.. S 12,144.00 S
144.. 1.33%
11 RIPRAP(STONE PROTECTONX111N) C an 3 235.00 $ 0.00 $ 15000 3 121,200.. $ (76,350..) -X.17%f 116.. f 120,00000 f (71,52000) '38+3m144.00 $
131,.8.00 y (511132.00) -28.36%
42 STIR STEEL(MISC NON-BRIDGE) LB 967 f 270019.. $ 35.. $ 13,685.. $ 3,176.. 28.83%$ 20.00 $ 11,118.. $ 387. 3761E 31.00 S
12,301.00 6 1,556.. 14.81%
43 RAIL(TY 7/11) LF 2" S 33500 $ 44.. 3 375.. $ 1..5... S 10,Tn.. 11."%f 210.. 6 72,344.. f (11,120..) -1810% 230.. f ",1144..
S (30,6X..) -44.93%
44 RNl(1V G11) LF 383 i 4450080_. $ 375.. $ 138.000.. y 11,"0.00 8.70%s ns.. 3 101,200.. S (25,780..) 30 228.00 f ",21200 S (42,-..)
-X68
45 RAIL(HAIURAILXTY B) LF 447 s 2.00 ... $ INN 3 1.,-a. S (33,350..) -2s.00%f 110.. f )3.]10.. f (M.2X..) 45. 180.00 i 120,060.. S (1],440..)
-10.00%
46 SEALED EXPANSION JOIM(/IN)(BFJ-M) LF 161 f 28500 $ 35.00 $ 200.. $ So-W S (18235..) -28.82%S 305.00 S 58,255.00 $ 3,620.. 7. .2.00 3
65.322.00 3 10.337.00 20.
47 CONIC BOX CULV(S FT X 4 FT) LF - f 8.00 ... f 6... $ 4",1..00 f n,2... 825 S Mao y X1,200.. f (75,820.00) -1825 830.00 $ 181,720.00
f 17,520.00 3.75%
" CONC BOXCULV(6 FrX4 Fr) LF on f 725.00 3j2.IN.W
00 $ 1,0.00 $ 6X,000.00 $ 111,800.. 37.83%S 760.00 S 502,440.00 $ 41,MD. 657 $ 910.M $ 579,760.00 f 117,"0.00 n1n
. RC PIK(CL IIIX15 IN) LF 13M $ 120.. SN f 150.00 $ 2.,40000 S 41,244.00 25.00%S 142.00 f 165,392.00 f 30272.00 18.39%$ 140.00 S 182,"0..
5 27,520.00 16.57%
N RC PIK(CL 111)(24 IN) LF 1761 i 150.. fW S 185.. f 325,16500 S 6113500 23.33 f 15200 S 255252.00 f 21,132.00 B. s 120.00 f 211,32000
5 (523X.00) -Nom
51 RC PIK(CL IIIKX IN) LF 11 3 1".00 S . 3 22000 S 1682000 S 2,445.. 169 i200.00i 14.2... S 1,065.. 5.11 S 210M S 11,91000 S
1,776.00 13.51%
52 RC Pin(CL I10(M IN) LF 1453 i no. fN f 250.00 S 303,25000 S 43,5..00 13." f 230.00 f 331,19000 f 11,5X.00 4.66%S 2X00 $ .1,455.00
f 21,765.00 662%53 RC PIPE(CL 111)(42 IN) LF 153 S 335.00 5 . f 275.. S 42,075.00 3 (9,160..) -11.81 $ 272.. S 41,616.. y (8,6X00) -11."%S
3.00 5 15,8.00 S (5,X5..) -10.15%
" RC PIPE(CL W)(24IN) LF 225 f 200." f00 S 185.. f 41,625.00 S (9,37800) -7.50%f 176.00 S ",44000 y (5,40000) 42.00%S 1N.00 f 33,750..
S (11,2".00)55 iMNH(COMPLXPRNI(NIN) EA 2 S .. S 10,0... S 200..00 3 4.0.. 25.00%S 5,448.. f 11,M0.00 i (4,1.00) 37."%f 4,500.00 S 6000.00 S
(7,000.00) 43.75%
So MNIH(COMPLXPRM)(12IN) EA 1 S 8,500.. S .. $ 12,N 00 $ 12,5..00 $ 4000.00 47.06%3 5,7... $ 8.700.. f (1,3.00) 31.13%$ 5,101 f 5.100.00 f
(3,100..) 40.0016
57 JCTBOX(COMPLXPJBXVF 6FT) FA 1 y 1315... S 13,500.00 S 20.00000 f 20.000.00 3 6.500.00 ""mj 3 14,200.N 3 14,200.. $ 70000 SAM
S 12.0... S 12000.00 S (1,500.00) -11.11%
59 JCTBOX(COMPLXPJBXSFTXSFT) EA 2 f 22.000.00 f .5..00 $ 25,000.00 $ NM.. f 5,000.00 13."%i 20,1..00 f KIN.N 6 13,400.. "am$
X,000.. $ 60,000.00 f 16,000.00 X.38%
511 INLET(COMPL)(PCOX9FTXLEFr) EA n $ 6,5..00 f 143,000.00 $ 10.000 S 220.00000s 771000.00 53.85%S 5,800.. S Inpmao S (10500.00) 4186%S
4.8..00 S 1p5,N0.. $ (31,400..) -n.15%
N INLET(OOMPL)(PCOX3FTXRIOHT) M B s 6"0.00 f 52.0.. 3 10.0.. S 80.0.00 $ 28000.00 59685%f S.W.. f "MN f (8000..) -1836%$ 4800.. 3
XA00_N 3 (13600.00) -28.15%
51 INLET(COMPL)(PCOX3FTXBOTII) EA 5 $ 7.5.00 $ 37.5.00 $ 10..0. $ ...0.00 i 12,5... X33%5 B... i M. S (4,500.00) -12.00%$ I.-Da S 30.000..
$ (7,500.00) -20.00%
82 INLET(COMPI)IPCOX4FTXLEFr) EA 5 5 8.5.00 $ 42,5..00 $ 12,N0. $ 825..00 i 20,.0.. 41.01%S 611... i X,000.. 3 P.M.) -22.]5%3 6.2N..
3 ",0... $ (12,500..) -2041%
83 INLET(COMPLXPSLI(RCX6FTX6FT) EA 1 5 14,50000 3 14.NoW S 20,.0.. $ 26.000 f 5.-00 31.83%f 11,50000 f 11,500.00 f (3.000.00) -20. y
11,0... 3 11,0... $ (3500.00) 31.11%
64INLEr(COMPLXPSL)(RCXBFTXSFr) Ea I f 20,500.00 S 41,No S 25..0.. $ ",0..00 3 9.0..00 2115 $ .,3.00 S 468... $ 51440.. 13.65%$ 160X.00
3 XMIN $ (3,000.00) -732%
U2612MS B u116 Kp FSR ESE
ROUND ROCJt TEXAS
85INLET(COMPL)(PSL)(FGXIFTXIFT4FTXIFT) EA T f 8,500.00 S 58,500.00 f 12,500.005 8),50000 f 25000.00 17.05%S 8,80000. i .,200.00 f (13,300.00)
-21.35%$ BMW f 5ILIKKI00 f 1.100.00 215%
Be INLET(COMPL)(PSL)(FGXSFTXSFT-SFTX5FT) EA 1 f 12,500.00 f 12,500.00 S 15.WoW f 15,00000 f 2,500.00 64.00%f 1,100.00 S 1.400.00 f (5,100.00)
40.80%S 1000000 f 10,000.00 f (;500.00) -2000%
67 HEADWALL(CH-PW-0)(DIA--24 IN) EA 2 f 5100.00 f 18,200.00 $ 3,51XIN f 7,000.00 f (8,200.00) -56.78%S 10,500.00 i 21100000 f 1.800.00
29.83%$ 8,700.00 f 130100.00 S (2.800.00) -17.28%
36 SETT )(S=5FTXHW=7FT)(3:1XC) EA 1 f 5000.00 f 5000.00 i 25,000.00 f 25,000.00 f 18,000.00 31857%f 5,500.00 f 5500.00 f (Mr.) 4.33%f
19,oNoo f 15000.00 f 13,00000 218.81%
O9 SET(TY I)(S-6 FTXHW=5 FT)(3:1XC) EA 1 f 5000.00 5 5000.00 f 25,000.00 S 25,000.00 f 17,000.00 21250%S 5,10000 f 5.400.00 f (2,600.00)
412.50%f 1500000 f 15000.00 f 11.00000 137.50%
)0 REMOV SIR(BOX CULVERT) EA B f 8,20000 f 37,20000 S 20.00000 f 120,000.00 S 63p- 222.56%f 2,00000 5 12,000.00 5 (25.20000) 47)1%S 13.000.00
f ]8.000.00 f 15800.00 108.88%
71 REMOV STIR(INLET) EA 10 $ 1,55000 $ 150500.00 f 1,000.00 $ 10,00000 f (SS00.00) -35.48%f 100.00 f ].00000 5 (ITS. ) 4151%f Mm
5 5,50000 f (15000.00) -64.52%
72 REMOV STR(HEAOWALL) EA 2 f 1,825.00 5 3.85000 f 1,50000 f 3,000.00 $ (65000) -2206%f 1.00000 S 6,000.00 f 11150.00 10).)9Y.f 1,600.00
f 5600.00 f 5075000 119.35%
73 REMOV STR(PIPE) LF 2691 S 5000 f 131550.00 S 5000 f 131,650.00 t 0.00%f 12.00 f 113,271.00 S (21.578.00) -16.00%f 1000 $
2597000 f (10156000) -00.00%
11 REMOV WIRE FENCE LF 27. $ 10.00 f 105800.00 5 Sr. f 13,620.00 f (85.310.00) 47.50%$ 1.00 5 18.066.00 S (09.892.00) -02.50%f
7M $ 20.430.00 5 (36,53600) 4125%
75 MOBILIZATION LS 1 f 1,803,000.00 f 1503,00000 $365000.00 f 305000.00 5 (1,803,000.00) -01.21%f 550000.00 5 555000.00 f(1,353,00000) -]1.10%S
830,000.00 f 830,000.00 5 (1,2]3,000.00) 48.89%
76 BARRICADES,SIGNS AND TRAFFIC HANDLING NO 11 i 590000 f 112,000.00 5 1,000.00 f 9800000 f (11,00000) -12.50%$ 1.500.00 f 831000.00 i (18,00000)
43.15%3 3,100.00 6850
S 13.400.00 f ( 000) 4115%
77 ROCK FILTER DAMS TNS1A L)(TY 2) LF 125 f 35.00 $ 1,3)5.00 f 50.00 i 525000 5 1,875.00 12.86%5 50.00 S 8150.00 f 1,875.00 12.86%f
10.00 i 5,00050 f BAN 11.28%
78 ROCK FILTER DAMS(REMOVE) LF 125 5 2000 f 2,500.00 i 1000 f 1,250.00 6 (1,250.00) -50.00%f 30.. f 3475000 5 112SDN 5000%5
11.00 f 2,125.00 S (575.00) 25.00%
1B TEMP SEDMT CONT FENCE(INS-1.) LF 5012 6 1.00 f 23.648.00 S 1.00 5 23,818.00 f 000%5 1.25 S 2512600 f 1,11600 6.25%f 3.50
i 20.682.00 f (2.856.00) -1250%
50 TEMP SEDMT CONI FENCE(REMOVE) LF 3611 5 1.00 f 51812.00 $ 1.00 f 5.B12Do f 000%5 100 i 5,91200 f 0.00%f 110 i 7.064..
f 11182.10 1000%
Bt BIODEG ER09N CONT LOGS(INSTL)(.-) LF 110 S 6.00 $ 1..0.00 f 10.00 $ 7,100.00 $ 2,800.00 6657%S 1.95 f 3,21500 f (1,22100) -27.50%f
8.30 f 1.562.00 f 22200 5.00%
82 BIODEG EROSN CONT LOGS(INSTIL)(18l LF 100 f 500 II3,200.00 f 15.00 f 6.00000 5 2.80000 87.50%f 15.75 f 6,30000 5 3,NIX) 98.88%f
650 f 3,.0.00 5 210.00 1.50%
83 BIODEG EROSN CONT LOW(REMOVE) LF 1110 $ 2.00 S 2280.00 S 5.00 5 5.100DO 5 3,120.00 150.00%S 1.15 i 1,31100 f (989.00) -N%f 2.30
5 2.M.00 f 312.00 1500%
64 CONSTRUCTING DETOURS(TYI) BY 1162 f 115.00 5 171,380..0 f 80.00 f 70,920.00 5 (100410.00) -56.62%f 118.00 f 138,1)8.00 5 (31,81100)
AIL S "D. f 72,102.00 5 (9523600) -57.83%
BS PORT CTS(FUR B INSTXLOW PROFXTY I) LF THIN 5 55.00 f 110.000.00 S 1". 5 818,000.00 $ 115000.00 10.00%$ 36,. 5 5.,000.00 $ 101100000 23.64
f 8100 5 81200000 f 23200000 52.73%
36 PORT CID(FUR B INSTXLOW PROFXTY 2) LF 200 5 56.00 f 110600.00 5 1700 $ 15,100.00 f 3,800.00 32.78%5 15.00 5 8.00000 $ (2780000) -2241%f
83.00 5 15800.00 f 500000 13.10%
87 PORT CTB(NDVEXLOW PROFXTY I) LF 1110 f 10.00 S 77,100.00 S 10.00 f 71,100.00 5 000%$ 12.00 $ 82520.00 S 15,120.00 2000%i 8.00
f 69180.00 f (1,710.00) -1050%
36 PORT CTB(NOVEXLOW PROF)(TY 2) LF 180 5 10.00 f 1,600.00 $ 1000 S 1500.00 S 0.00%6 20.00 5 310000 f 1,60000 100.00%f 8.00
S 1,.000 5 (160.00) -1000%
BB PORT CM(STKPL)(LOW PROFXTY t) LF 8000 f 10.00 S 80,00000 f 1000 f 6000000 f 0.00%f 10.00 f 80.000.00 S 0.00%S .,Do f ..400.00
$ (32.00000) 4000%
00 PORT CTB(STKPL)(LOW PROFXTY 2) LF 180 $ 1000 f 1,600.00 S 10.00 i 1,8000o 5 0.00%5 15.. S 2.40000 i 800.00 5000%f B.00 S
88000 5 (640.00) 4000%
B1 PORT CTB(REN IVEXLOW PROFXTY I) LF 8000 f 16.DO S 126,000.00 f 1000 S 65000.00 $ (.,00000) -31.50%f 1600 S 1.00000 f 1500000 12.50%5
1.00 f 58000.00 f (72,00000) -6635%
92 PORT CTB(RFMOVEXLOW PROFXTY 2) LF 200 f 22.00 5 1.10000 S 10.00 f 2000.00 f (2,100.00) -51.55%$ 30.. f 600000 5 1.60101 35.3011,f
7_50 $ 1pw,. 5 (2500.00) 45.91%
83 CONC CURB B GUTTER(TY II) LF 13917 f 30.00 $ 117.51000 $ 21.00 f 59/00800 f (83501.00) -20.00%f 21.00 f 282,251.00 $ (125153.00) 30.00106
5 18.00 5 22267200 f (164,836.00) 485]%
64 CONC CURB(TY F3) LF 667 i ... f 25010.00 S 80. 5 10,020.00 f 20.010.00 100.00%S 215.00 $ 113140500 f 12313N 81851%f 100.00 f
IMMIX) S 105050.00 500.00%
.5 DRIVEWAYS(COIC) SV 2378 S 1..00 5 23),800.00 f 150M 5 35570000 5 116.900.00 50.00%f 1146M $ 271,08200 $ 33182.00 146M 5 150.00
f 356.700.00 f 118,80000 5000%
96 CONC SIDEWALKS IV) BY 1822 f 60.00 f 365)80.00 5 70.. 5 32TSPI00 f (46120.00) -12.50%i 620. 5 288.561.00 5 (51.19600) -22.50%f 73.00
f 362106.00 i (32135100) -0.15%
B1 CURB RANPS(TY 1) EA 3 f 2,150.00 5 5150.01) f 3000.00 f 9,000.00 S 2,550.00 3853%f 2.500.00 f 7,500.00 f 1ANN 1828%5 3,000.00
5 9.000.00 f 2550.00 3853%
36 CURB RAMPS(TY 7) EA 17 $ 2,200.00 f 31.100.00 5 3.000.00 f 51,000.00 f 13,500.00 36.36%i 2,300.00 $ 3510000 5 1,70000 1.55%f 3,100.00
f 524100.00 5 15300.00 10.81%
99 ICURB RAMPS(TY 10) FA 9 $ 2550.00 f 22550.00 5 3000.00 f 27000.00 f 1050.00 17.85%5 3.0m. 5 21,000.00 f 1,05000 17.65%f 2.600.00
f 23.400.00 5 1'1.00 1.90%
AM
1. CURB RPS ITT 21) EA 2 S 2.75000 5 5500.00 $ 3.500.00 f 700500 S 1,300.00 27.27%f 1500.00 f 500000 f 3,500.00 63.61%S 2,60000
5 5100.00 f (900.00) -515%
111 CURB RAMPS(TY-22) EA 1 $ 3800.00 f 3,900.00 5 3.50000 $ 3,500.00 f (100.00) -10.28%S 1,500.00 5 1,50000 5 60000 15.36%f 5500.00
$ 5.800.00 5 150000 ..12%
102 CONCMEDIMI BY 1102 f 11000 5 264,160.00 f 150.00 f 165,300.00 S (99.180.00) -37.50%f 75.00 f 82.850.00 $ (+61,63000) 48.75%S 53.00
$ 58.406.00 f (206.0]100) -11.82%
103 6TTL WREAM GD FEN(TIM POST) LF 82.5 $ 36.00 f 1,87500 5 80.00 i 3,750.00 f 1,87500 100.00%$ 8200 $ 2,00000 $ 125.00 ..BTL
f 31.00 f 1,837.50 5 62.SD 3.33%
101 L BEAM GD FEN TRANS(THRIE-BEAM) EA 5 f 2,500.00 S 12,500.00 $ 3,00000 f 15,000.00 5 2500.00 20.00%f 1,800.00 f 8000.00 f (3500.00) -2500%5
117N. i 8,500.00 f (1,000.00) -3200%
105 DOWNSTREAM ANCHOR TERMINAL SECTION EA 3 f 2,000.0(1 S 8,000.00 f 2.500.00 S 1.50000 5 1,-Do 25.00%f 5560.00 S 1.850.00 f (1,900.00) -21.50%5
1,50000 f 1,500.00 5 (1,500.00) -2500%
108 GUARDRAIL END TREATMENT(INSTALL) EA 2 5 3,250.00 f ILMN $ 1,000.00 $ 8,00000 f 1150000 2308%5 3.85000 i 7.10000 5 130000 15.%f
3,600.00 S 1,600.00 S 1,100.00 16.82%
107 CHAIN LINK FENCE(INSTALL)(8') LF 8600 f 35.00 S 30,-DID f 30M f 264,00000 5 (11.000.00) -14.29%1$ 31.00 f 277,200.00 f (3050000) -1000%f
38.00 f 331.400.00 $ 26.400.00 8.57%
1. WIRE FENCE(TY B) LF 561.1116 f 5000j$ 330d0DD
35].23 S 1500 f 8,911.11 f (20.550.06) -7D.00%S 1300 f 7.63288 5 (21,)2115) -11.00%5 2200 S 12,811.18 f (15.0.05) 46.00%
100 REMOVE RD IL ASM(TRANSBASE) EA 21 5 1,200.00600.00 f N06M f 21.600.Do 5 (81000.00) 30.83%S 1,%0.00 5 32100.00 f 9500.00 1250%5 830.00
5 15820.00 $ (8.880.00) -30.85%
110 IN RD IL(TY AL)40T48(250W ED)LED EA . $ 11,000.00 .00 5 8,50000 5 185,01000 f (135,000.00) 40.81%S 8,000.01 f 180,00000 S (150,00000) 45.45%5
6,000.00 f 185000.00 $ (150000.00) 45.45%
111 IN RD IL(TY AL)IOT44(25DW ED)LED EA 19 S 12,000.00 ,000.Do f 7.000.00 f 193.000.o0 5 (95,000.00) 41.67%f 6,000.00 f 125,100.00 5 (102600.00) 45.00%5
6,600.00 5 125.400.00 f (102,600.00) 45.00%
112 CONDT(P )(SCH 80)(2-) LF 72M f 25.00850.. f 2D.00 f 1.,700.00 5 (36100.00) -20.00%f 16.50 f 119,127..1 $ (61,523..0) 41.00%f 1)M 5
123,.1600 f (5),801.00) -32.00%
113 COROT(PVC)(SCH 00)(2-)(BORE) LF 113 $ 10.00920.00 5 50.00 5 35850.00 $ ).)30.00 25.00%$ 12.00 5 32,186.00 f 1,5.50 500%S 1200
5 32168.00 5 1,518.00 500%111 CONDT(PVC)(SCH 00)(3-) LF 85 f 33.00135.00 f 32.00 f 3,010.00 S (85.00) -303%f 26.00 f 2,880.00 f (115.00)
-15.15%f 20M f 2580.00 5 (17500) -15.15%
115 CONDT(PVC)(SCH BO)(3-)(DONE)W1 PRESSURE GROUT CONCRETE LF ]60 5 Moo ,000.00 f 55.00 5 ..)00.00 $ 11.7.6. 90.00%S 55.. S 12,901.00 5 3,800.00
10.00%5 55.00 f 1250000 f 3,90000 10.00%
116 CONDT(PVC)(SCH50)(0-)(BORE) LF 11. $ 85.00 f 86.)]0.00 $ 100.00 f 118,200.00 $ 1],130001785%5 66.00 f 88.93200 S 1,182.00 1.16%5
66.00 f H.M. 5 1,162.00
117 CONDT(PVC)(SCH 00)(1-) LF .IB f 35.00 f 18588000 f 12.00 f 155,13800 5 (11,51100) 4.57%f 2500 i 128.006.00 f (13,632.00) -25.71%f
2000 S 136.0..00 f X13632.00)
118 CONDT(PVC)(SCH 00)IV)(BORE) LF 3. f 65.00 S 21,880.00 $ 10000 f 3840000 5 13,.0.00 5355%f 6400 S 3215600 f 729500 2833%f 83.00
5 31,672.00 f 5812.00 27.80%
118 ELEC CONDR INCA)BANE LF 9216 5 2.75 f 25508.00 S 200 S 18,552.00 f (6,951.00) -2727%i 1.70 f 151768.20 S (9,73580) 416.18 5 1.50
f 13,911.00 5 (11.SRS.00) 4515%
120 ELEC CONDR(NOB)INSULATED LF 18182 5 3.00 S 15576.00 f 2.00 f 1518000 5 (6,088.00) -16.61%f 2.25 f 36.432.00 f (1211..00) -25.0096
f 2.20 5 35,622.10 S (12553.80) -28.61%
121 TRAY CABLE(3 CONDR)(12 AWG) LF 860 5 215 5 1,895.00 f 250 f 2,160.00 $ 215.00 11.11%S 2.25 5 1,836.00 S 0.00%$ 2.A $ 1,882.00
f (13.00) -212%
111 GROUND BOX TY D T 62822)W/APRON EA 36 f 2,500.00 f 15.000.00 $ 3,000.00 5 0000000 f 15,000.00 21100%f 2.40000 f 12000.00 5 (3.00000)
4. f 2,100.00 $ 72,M Do 5 (3,000.00) 4.00%
123 REMOVE GROUND BOX EA 3 f 500.00 5 1,500.00 f 65000 f 1,85000 5 151.00 3000%S 550.00 5 1,650.00 S 15000 1000%f 55000 5 1,650.00
f 150.00 10.00%
1. REMOVE ELECTRICAL SERVICESEA 1 S 1,800.00 f 1500.00 IL Lomm S 1,00000 S (800.00) 4 00 717%5 110.00 $ 710. S (1,180.00) 41.05%5 72000 $
12000 f (1.180.00) 42.11%
125 ELC SRV TY A 2101180 OBD(NS.(,.(U) EA 3 S ],600.00 5 231100.00 5 8,500.00 5 25,500.00 $ 2,100.00 6.97%5 7,10000 S 22.200.00 S (1100.00)
4.13%S 1,100.00 5 21,90000 f (2,100.00) 451%
116 ELC SRV TY D IM40100(W)AL(E)SP(U) EA 1 f 12,000.00 5 12500.00 5 550000 5 8500.00 f (9,50000) -29.17%f 7,100.00 f ),101.00 f (1,60000)
-36.31%f 1,100.00 f 1,1.. 5 (150000) 40.83%
127 IN SM RD SN SUPAAM TVIOBWWI)SA(P) EA 51 S 800.00 S 10,800.00 5 1,20000 $ 61.200.00 S 25100.00 00.00%5 80000 5 1500000 $ 5.100.00 1250%S
960.00 S 15860.00 f 8,100.00 11.50%
12B REMOVE SM RD SN SUPBAM EA 22 5 1]500 f 3,850.00 $ I... $ 2200.00 f (155000) 42.86%$ IN. f 2,nON 5 (1,650.00) 42.68%S 166.. f
3,852.00 S (198.00) -5.11%
128 WK ZN PAV MRK NONREMOV(W)1'(DOT) LF 502 S 0.50 $ 251.00 f 1.00 f 3,51400 S 3,25100 190000%5 5.50 i 2,76100 5 2.510.00 1000.00%S
5.50 $ 2761.00 f 2510.00 1No.%
130 WK ZN PAV MRK NONRENOV(WH'(SLD) LF M02 5 075 f 5,251.50 $ 3.00 $ 21,006.00 f 15,751.50 30100%f 2.50 f 11,505.00 5 12153.50 236.36%f
200 f 15205.20 $ 12,853.)0 MET%
131 WK ZN PAV MRK NONRENOV(Y)41SLD) LF 5558 $ 0.75 5 1,167.00 S 3.00 i 18,888.. f 12,501.00 300.00%$ 2.50 $ 13,88000 S 9,)23.00 233.33%5
2.61 f 11,.5.60 f 10,2)8.60 216.67%
132 REFL PAV MRK TY I(WXI'(DOTX1 DOMIL) LF 13 f 200 $ 28.0. f 3000 f 38000 f 181900 1100.00%$ 2200 f 26600 f 28000 1000.00%5 22.00 5
286.00 S 150.00 100000%
IT, ]REEL PAV MRK TY I(WXP(SLD)(I"IL) LF 3085 5 200 $ 51)0.00 $ 3. S .,25500 $ 3,085.00 5000%S 3.00 5 9,255.00 S 3,06500 50.00%5
3.00 f 5256.00 S 3,08.5.00 50.00%
111 REFLPAVMRKTY(W)21'(SLDXI0QNaL) LF 681 3 too i 3,868.00 11 1.00 S 661.00 5 (9.305.00) 4313%f 11.00 $ 7.211.00 5 9,305.00 83.33%S
1100 3 1,2]1.1 f 3,305.00 83.33%
135 REFL PAVMRKTYI(Y)1T(SLDX101MIL) LF 332 3 8.00 f 2556.00 f 300 S 986.00 5 (1,680.00) -0250%S 5.]5 3 1509.00 f (11700) 38.13%S 560
5 1,925.60 5 171.40) -2].50%
136 REEL PAV MRK r I(WXARROWX100MIL) EA 36 5 215.00 S 8.150.00 5 25000 S 1.50000 5 1,050.00 1828%f 280.00 S 0.100.00 $ 1,85000 30.23%f
17800 S 8,280.00 f 1,030.00 2..31%
1121/2- � Kp FzocEStE
1-116415
RGMFtG RGat TEXAS
137 REFL PAV MRK TY I(W)(WORON100MIL) FJL 25 3 185.00 f 1,680.00 S MOM S 1,MD.M $ 120.00 2.56%i ]50.00 6 B,BIO.OD f Son DO 81.82%S 360.00
f B,M0.00 $ 3,380.00 00.6
138 REF PAV MRK TY I(W)36TYLD TRIM OOMR) FA 3 i 7.00 $
2100 S 250.00 $ 750.00 f )2800 31)1.13%f 180.00 $ 510.00 $ "WOO 261128%S
18100 S "2.00 $ 561.00 2071.1
139 PAVEMENT SLER B' LF 6065 S 100 i 585500 $ 150 3 8,18240 $ 21827.50 5000056 f O.e6 3 5]72.25 i (282.75) 300%S 100 i
5655.00 $ 0.
110 PAVEMENT SLER S' LF SON 6 100 S 3,06500 { 2 D S 5170.00 6 3,085.00 100.00%$ 1.66 f 5,000.25 f 2.005.25 65.00%i 1.00
3 1,83800 i 1,85100 W.
111 PAVEMENT SLER 12' LF 332 6 1.20 S 36040 f 100 f 1,328.00 3 828.60 23].33%$ 2.75 $ 213.00 S 001.00 128.17%S 220 f $N.4O f
19.00 125.
112 PAVEMENT SLER 25' LF "1 i 1.40 S 925,10 f 560 f 3,606.00 S 3,010.60 328.57%f 500 f 3,305.00 f 2,378.60 257.11 f 5.00 f 3,360.00
f 2.378.60 257.11
10 PAVEMENT SLER(ARROW) G 30 s 70.00 $ 2,10000 f 200.00 f Comm S 3,900.00 155.71%f 110.00 { 3,30000 f 1200.00 57.11 f 110.00 i
3.300.00 6 1,200.00 S7.1/
111 PAVEMENT SLIER(WORD) EA IN S 70.00 $ 1,"0.00 s 300.00 $ 7120000 S S.M. 328.57%$ 160.60 S 1,56000 $ 2,660.00 171.43%i 10.00 S
1,02.90 f 2,852.90 175.71%
I" REFLPAVMRKTYI(W)e'(BRK)(IWMIL) LF "3T i 2.00VS
S.W.M.3 3.00 s +3,201.00 f I,In.90 w00%$ 1." 3 7,525.90 3 (1,325.10) -15. $ im" 3 7,625.80 s (1,328.10) -15.00%
10 REFL PAV MRK TY I(Y)6'(SLDN100MIL) LF 1226 f 6.007,3".00 3 1000 3 12,280.00 S 1,812.00 SSAM S 216 f 2,610.20 3 (I,7n.W) 31.1 S 220
3 2,701.60 s (1,686.10)117 REFL PAV MRKR TY 11- M 217 i S.001,738.00 s 1090 s 2,170.00 f 131.90 25.00%i 5.)5 f 1088.15 S 182.)5 395 f
8.50 f 1,860.60 3 1".N 625%
116 REFL PAV MRKR TY RCA EA 57 { S.M 156.. 6 1000 6 S.00 f 111.00 2500%S 6.76 S a9B.15 S 12.)5 O"%3 2.60 { 161." 3 28.50
6.25%
116 F1KIExTPM8-FIT LF 7101 3 1.50 +0,)11." 3 3.00 f 21,16300 S 10,)11." I..00X S 1.N S 13,217.60 S 2,506.35 2313%S +.N S 12,608.60
3 2,10.30 20.00%
1N PAV SURF PREP FOR MRK(6') LF 6660 f 1.508,182." f 1.00 S 56"00 f (2,827.00) -33.39%s 0.26 f 1,"3.10 S (6,sN.10) 31.33%3 020 6 1,553.40
S (Son 10) 3113%
151 PAV SURF PREP FOR MRK(B') LF NN { 1.501,62)." S 1.00 3 3,085.00 3 (1."2.60) -3313%f 0.36 S 1203.15 S (5.42115) -11.00%S 0.10 S
1,200.90 f (3,383.") -73.33%152 PAV SURF PREP FON MRK(12T LF 332 { 2.00 woo f +.90 f 332.00 f (332.00) -50.0056$ 0.62 f 205.00 S (1511.16)
38.00%$ ON $ In'" f (100.00) -MOM
153 PAV SURF PREP FOR MRK(W) IF "1 S 2.00 S 1,322.00 $ 2.00 $ 1,322.00 f 000%f 1.21 6 818." s (502.36) -600%S 1.20 3 79320
$ (MN) -1000%
1160 MR VR519N EA SO 6 ".00 s 21100.00 $ sow s +.800.00 i (600.00) -28.57%S 26.00 f MOM i (12W.W) 30.00%S n.90 S BIDM S (1290.00)
41.4
IN t18[P302N EA 21 $ 55.00 S 11320.90 $ 85.00 $ 2.040.00 $ 720.00 51.55%f 00.00 $ I,M oo f 108.00 3081%i 72.00 f 3728.90 $
IOB00 30.81
IN 660 PD+A11q EA 1 s ",000.00 $ 65,000.00 $ 15000.00 S 15,000.00 $ (60000.00) -16.8 3 8,000.00 S 8,000.90 s (56,000.00) 36.15%$ B,B..W i
5600.90 $ (",200.00) -95.4656
157 EA 1 6 2500000 $ MOM- S S00O.. 3 5,000.00 $ (15,000..) -75.0016 s 3,100.. $ 3,100.00 i (16,600.00) 33.90%$ 3,3..90 S 3,300.. 3 (184100.00)
23.50%
158 EA 1 { .,-Do $ Ni-Do $ WOOD DO S 90000.00 S 10000.90 Won 3 WOOD DO $ KNOW f 30,000.00 60.00%$ 10000.00 S 10,000.90 $ (1000.90)
-2.
IN SM BEC OS%6g0Ia1 EA s S 75.00 $ COMOD S 600.. S 1,000.00 S (2.000.00) -33.33%f 100.. $ 3,200.00 i (2,000.00) 46.3%f 110.00 S 31260..
S (2,100.00) 45.33
160 SEC PY71waN1NNn EA 1 6 7SO 00 S 3,0..00 f Now S 2,000.00 $ (1.090.00) -3.93%f 1... $ 1,69000 f (1,100.00) 3887%$ 110.00 f I,Mo..
S (1,380.90) 45.39
161 .Cll ®P811 EA 5 { 76000 3 6,0..00 S NO.. $ 1,000.00 $ (2.000.00) -3.33%f 10.00 3 3.nOM i (2.000.00) 45.87%$ 11000 3 31280.00
$ (2,720.90) 45.33
182 VEH 90 SEC(12')LED(YEL ARI) EA / is WOOD $ 2,800.00 f WOM f ZOODOO $ (690.90) -23.08%$ 100.00 $ "WOOD f (1000.00) -8.00%3 110.00
$ "MOM $ (380.90) -532%
10 VEH BIG SEC(12')LED(RED) EA a 1 750.00 f 600000 i 800.. S 1,000.00 $ (2,000.00) -3.33%$ 100.00I 320000 i (2,800.00) 46.67%S 11000 i
3,28000. S (2,720.00 45.
) 33%
100 VEH SIG SEC(I r"D(RED ARW) EA 2 $ )..Do $ 1,500.00 f 600.90 $ 1,000.00 $ (ND.90) -39.39%3 I90.M $ SKI $ (700.00) 458) 3 110.00 $
820.90 $ (NOW) 4513%
1N PED SO SEC(.ED)(COUNTDOWN) EA 3 S 1,100.00 S 3,300.00 $ Now $ 1,66000 $ (1,850.90) -60.90%3 500.00 3 1,500.00 $ (1,890.90) 31.55%3 590.00
$ 1,500.90 $ (I'NOW) -00.55%
1N BACK PIATE(12'N3 SECT) EA 6 i 190.00 f +,+10.. $ MOM $ 1,2..00 $ W.. 526%$ 155.. $ 260.. $ (210.00) -16.4 $ I".. $ 630m $
(210.00) -18.12%
tel BACK PLATE(12')(1 SECT) Fw I i 260.00 $ +,000.90 f 260.90 f 1.00000 f 0.90%i 160.. $ 760.00 f (210.00) -22.00%S 160.90 $ '77200
s (212..) -22.40%
1" TRF aro CBL(TYANII.4000605 LONDR) LF 602 $ Iso f 2,525.00 3 L90 f 2216.00 f (251.90) -11.11 f 310 f +,81x.00 f (618.00) .24,"%$
330 3 1,60160 $ (671.40) -25.61%
1" TRF Sq CBL(TY ANII.4000327 CONDR) LF 1370 f 350 f I,-Do i 5.00 i B,BN 00 $ 1,055.00 0."16 6 3.85 $ 52)1.60 3 170.60 10.00%f 3.60
f 6,260.00 f 111.00 11.5)%
110 TRF SO CSL(7Y AN14.40006020 COHOR) LF 780 $ 500 S 6,210.00 f 10.90 f 7,69000 f 1,"0.90 25.90%S 7.70 S 61006.00 f (23100) 3.TS%S
7.75 S 5006.00 S (MISM) -313%
171 TRF SIO Coo.(Ty CNII AWON2 CONDR) M 1160 $ IN f 2,2/2.00 f 3.00 f 3.000.00 f I,2N.90 57. S 2.75 5 3215.00 3 1,003.00 00.71%$
2.70 S S.M. $ 001.00 0.11%
In INS TRF SIG PL AM(3)l ARM(07LUM FA 1 $ 10,000.00RSQ, .. s 1),50.00 f 17,500.00 f (22.500.00) -5525 f 15,600.90 S 15.800.00 f (21200.W) 30.50%S
15,500.00 6 15,500.00 f (21,500.00) 3125%
173 INS TRF SIO PL AM(S)+ARM(60)LUM EA 1 f W,000.00 .W 3 16,00000 S 18,000.00 3 (11,000.00) -25.3%f 12,000.00 3 12,000.00 S (18,000.00) -0.0016
S 12,000.00 6 12,.0.. f (18,000.00) -SD..%111 INS TRF SIO PL MI(S)2-(55-S)LUM EA 1 { 51,000.00 .90 3 52,000.00 S 52,000.00 S 1,000.00 1.60%s 16,000.90
f 18.000.90 3 (5000.00) -8.80%S 15090.00 S 15000.. S (5,000..) A.W%
175 PED POLE ASSEMIKY EA 3 6 7,500.00 .. S 3.800.. 5 11,10000 i (I1,1M.W) 4033%i 3,30000 3 8,900.00 S (12,600.00) SB.W%f 3,300.00 f 8,900.90
f (12,600.W) -56.00%176 REMOVE PED POLE ASSEMBLY EA 1 s 1,100.00 .00 3 100.00 f 10000 3 (1,000.00) -71.43%3 3500 3 MOM S (3050 M) -75.00%S
330.00 S no- i (1,070.N) -7513%
In PED DETECT PUSH BUTTON(APS) LF 3 6 2.00.00M S 1,100.00 f 3,300.00 3 (2,700.00) 45.00%3 NODo S 2,880.00 S (3,120.00) 3200%S MOW i 2,820.00
f (3180.00) 43.00%
178 REMOVAL OF GROUND BOXES EA 7 S 25.00 " S BOOM S 3,300.00 6 1,75.00 100.00%s 39000 f 2.)30.00 S now "00%s 3".00 3 2,)16.90 S
N690 5530179 REMOVAL OF TRMFIC SIONM POLE FNG EA 6 s Mom .90 S 2,5DDM S 15,000.0 S 3,890.90 171.781E S 1.-DID 3 11,0000.00 i SWO.W 11111%S
1.900.00 f 11,100.00 3 5000.00 111.11160 ITS COM CBl(ETHERNET)(GT-6E)OETECTION LF 1601 S 3.258.25 $ 2.00 f 2,122.00 f (1,928.26) -36.0%f
1.10 f 1,167.10 f (2200.15) 38.15%3 1.10 f 1,187.10 $ (2281.15) -86.15
181 ITS COM CBL(ETHERNEQ(GT-WFUIDIO LF 30 i 325 $ 901.25 S 2. S B10.W S (321.25) -36.0%$ 1.10 S 5]5.5 S ("6.75) 38.15%3 1.10 $ 335.60
3 ("5.75) 2e.15
13 ITS COM CBL(ETHERNET)(GT-6E)PT1 LF "o i 3.25 S 1,17000 S 2.M $ )20.00 f (MOO) -W."%S 1.10 $ 39.. S (771..) 36.15%3 1.10 $
393.00 6 (171.00) 26.15%
13 VNDS TEMPORARY M 1 S 15,09000 S 0.000.00 { 200000 S 2000.00 $ (13.000.00) 46.56%$ 1,100.00 S 1,100.90 $ (0,W0.00) -36.88%$ 20.000.00 S
25000.00 S (25,00000) -55."%
100 WE(HVDS)MVDS AND RIOS) EA 1 s mow DO $ 5,00000 $ 6,00000 S 8000.00 f (",900.00) 28.00%S 1,100.00 f 1.490.00 s (15,600.90) 41.20%$
275.00 f 27500 S (18,725M) -60.15%
1N VIOEO IMAGING AND RAGR DETECTOR EA / S 8,500.00 f 3500000 f 5100000 $ 20000.00 S (18,000.00) 47.37%$ 3,800.00 $ 1520DOO i (22,80000) 30.00%S
3,800.00 f 15,200.00 f (11,800.00) 30.90%
1" VIDEO IMAGING AND RADAR SET-UP SYS EA 1 $ 7,500.00 S 7,500.00 $ 2.000.00 $ 2,00.00 $ (S,Sxo.00) -00.33%f 1,100.00 f 1,190.90 s (6.400.00) 35.33%$
1,IOU.00 S 1,190.00 3 (SA00.00) 25.33
181 VID IMAGE AND RADMt GET PROCESSOR on EA 1 $ 15,0... f 15,000.00 f +5,00000 f +50..00 S 0..%$ 1500.00 S 1,500.00 $ (10,50.00) -10.00%f
11,900.90 6 11,000.00 f (/000.00) -M.61%
1" AXIS 06315-LE NETWORK P72 CWI M 1 $ 3,500.00 S 3,500.00 i 5,00000 f 5,00000 $ 1,500.00 12."%$ 1,300.00 f 1100.00 $ !00.90 22."%3
1,200.00 S 1,200.00 $ )00.00 20.00%
188 COMNET ETHERNET SWITCH EA 1 3 1,+... f 1,100.00 $ 2,ODO.M $ 2,00000 S 900.00 8102%3 1,800.00 S 3600.. $ 700.00 63"%$ 1,100.00 6
1,)M.Do i WOOD 00.55%
I" PEGASUS TWISTPORT SERIES RADIO FA 1 f 2200.00 $ 2,M DO $ 2,000.M $ 2,00000 3 (2..00) -900%$ 1,600.00 S "ROM $ (100.00) -18.12%$ 1,700.00
6 1,100.. f (500.00) -22.73
181 ULTRADISH TPI00 ANTENNA WTVISTPORT CONNECTOR M 1 6 mom 3 Mom s 1,000.. S 1,0... S 1.00 11.11%$ 660." f "0.90 $ (220.M) -2100%S 860.00 S
MOM $ (210.00) -26.61%
182 OPTICOM OE fECTOR-OTT MODEL 122 EA 3 6 1,500.00 S 1,500.00 $ 2,000.00 S 5000.00 $ 3590.00 ]3.33%$ 1,700.00 S S,100.00 $ 600.00 13.33%$
1,600.00 6 1,800.. i 300.. 6.81
193 OPTICOM PHASE SELECTOR-OTT MODEL IN M 1 6 600.00 f Boom i S200.N S 5,200.00 $ 1,70000 000.90%6 1,500.00 $ 1,500.90 $ I DOD 800.00%$
11100.00 6 1.100.00 f 3,900.00 TW.90
IM OPRCOM GRD RUCK-OTT MODEL 7W Ell 1 { 160.00 $ MOO $ 1300.00 f 1,200.00 $ 15.00 6000%S 1,OIDO.M i 1,000.. 6 250.. 33.33%S N).M 6 N7.M
1 241.N 32.%3%
160 OPHCOM CANE-OTT MODEL 198 LF 61s S 200 3 1,838.. 6 3.Do $ 2.4..00 $ 81600 60.00%$ 2.25 f 300060 3 MSO 12.60%$ 2.20 {
3760.80 s 10.60 lom%
160 ILSN(LED)ISS)(CL EAN PROFILE OR BRITELITE EDGE LIT STREET NAME SIGN) EA / 6 1,000.00 $ 16,000.. 6 6,OM.. S 21,0... S 8,000.00 .-%$ 5,00000 S
25900.00 $ 1000.00 2500%S 1,00000 3 18,8..00 S 3,600.00 M54
191 IFLOINABLE FILL CS' 121.3 S 100.00 $ 13,)20.. $ NO DO 3 3),200.00 $ (1243000) -2500%$ 160.00 S 10,86800 f (29,012.90) 30.00%$
180.. i 23,611.00 $ (251.00) -52.60
160 CLASS 0,2MO PSI CONCRETE CY n2 S 26000 i 1,050.00 S 7... $ 19,710.00 S 12,690.00 180.00%S 590.. S 11,1.00 S 7,05000 100..%3
160.. $ 1,51200 S (2,53800) -3800%
160 REMOVE EXHInIa FINE MVORANi EA 1 S 1,000.. $ 4.OMOO S 2,50000 3 100..00 $ 6,000.00 1So-$ 2,500.00 IS 10.000.00 S 5000.00 16000%$
1,000.. $ 1,00000 $ O.N%
200 ADJUST WATER-11E TO FG EA 10 f "MOM $ 10.0MOD $ 2.000.00 $ 20,000.90 S 10,900.00 100.00 f MOM $ 7,000.00 i (3,000..) -0.00%S 850.. $
9,5... $ (500.00) -5..%
"I AUTOMATIC COMBINATION AR RELEASE VALVE ASSEMBLY(24N DIN EA I S 1,090.. $ l'OMOO s MOM DO $ 15..000 S 11,000.00 1100.00%i 6.1..00 $ 5)90.90
$ 51250.90 57x.00%$ 6,800.00 $ B,B.OD S 5,8.00 580.00%
202 REMOVE WATER VALVE EA J 3 150M S 2.250 OD s 2,00000 $ 8,0... $ 3,750.00 1511.61 f WDOO f +,600.N S (150.00) -25.00%$ 890.. S
2,810.00 $ 12000 18.87%
203 A UST WATER VMVE BOX TO FO EA 8 $ 1,09000 S 84M DO f 2,00000 S -DOW $ 5,000.00 'mn S 1,000.00 S 80000.00 i D.00%S 710. $ 5,"0.00
$ (2,310.00) -22..%
200 ENCASEMENT PIPE,IHH DIA STEEL,)/161NTHCK OPENCUT(ML DEPTHS) LF 30 6 23500 $ 00,560.00 { I00.00 $ 132,000 DO i 00,150.M 7021 S 130.. 3
111,000.00 S ",35000 82.96%i ISOM 3 63,7..00 i (11,854.00) -18.15%
205ENCASEMENT PIPE,WIN DIASTEEL,IRAN 1OPEN CUT(ML DEPTHS) LF 90 f 215.00 3 2476000 i 16000 3 10,5.00 S 15)50.M 63.00%3 000.90 3 15600.. S 2385000
9 160 00.
.36%3 00 f 32.400 3 7,86000 3091%
no MAJOR MANHOLE ADJUSTMENT EA 1 is 6,000.00 S 600000 f 5,0... f 5.0.00 S (1,000.00) -1801%$ 3500.00 3 3,500.90 $ (2,600.00) 41.87%$ 1.80000
S 1,800.. S (1,200.x0) -10.00%
201 TRENCH SAFETY SYSTEMS(ALL DEPTHS) LF 1900 s 1p. 3 13,600.. S 5.. S 6.8..00 $ (5600.00) 3x.90%3 2.. $ 2.720.00 3 (10."0.) 20.00%$ 3.60
$ 1,15.. i (B."000) -NM%
29 PIPE,PJC C900(81N DIA)(ALL DEPTHS),INCL IXC AIA BACKFKL LF 100 $ 110.. S 20,800.. $ IN Do S 28,500.. $ 1,600.00 36.38%$ 160.. 3 28,500.90
f ),600.90 36.38%S 86.00 S 18,210.. i (2,660.00) -1100%
z/>e/202sK^FRIESE
Pye is o1 to
Rouao Rout rLxns
209 PIPE,CL 250 RES NED JOINT.1(8-IN OWA(ALL DEPTHS),INCL EXC AND BACKFILL LF 11 3 110.00 $ 1,21000 3 175.00 3 1,825.00 3 115.00 SB.OB%f 200.00
f 2-MOO $ MOO 81.82%S 180.00 f 1,180.00 $ 55000 4!,2%
5 5%
210 PIPE,CL25ORE2T 1NEDJOINTDI(12-INDIA)(ALL DEPTHS),INCL EXCAND BACKFILL LF b f 150.00 f 12,800.00 1 185.00 f 15,810.00 3 3,010.00 23.33%$ 22000 $
1.,820.00 f 8.0211.00 ".67%3 24000 f 20."O.DD S 1,160.00 60.00%
211 PIPE,CL 250 RES NED JOINT DI(1&INDIA)(ALL DEPTHS),INCL EXC AND BACKFILL LF 613 f 115.00 S 141,525.00 f 200.00 f 186.60000 f 21,075.00 14.28%S
230.00 $ 193,880.00 S 46.365.00 3143%3 220.00 f 185,480.00 f 31,935.00 2571%
212 PIPE,CL 250 RESTRAINED JOINT DI(12-IN DIA),THROUGH ENCASEMENT LF 330 f 1W.00 f 48,500.00 $ 116.00 3 8105000 f 11,550.00 23.33%3 10000 f 33,DOO.00
f (181500.00) 43.33%3 120.00 f 39.800.00 f (9,900.00) -20.00%
213 PIPE,CL 250 RESTRAINED JOINT Di(1"N DIA),THROUGH ENCASEMENT LF 80 f 11500 f 15,150.00 f 200.00 f 18,00000 f 2,250.00 14.29%f 150.00 f 13.500.00
f (2,25000) -14.28%f 280.00 f 23.400.00 f 7..50.00 48.51%
214 PIPEREMOVAL,(124NM)(ALLDEPTHS),INCLEXCANDWI(FILL LF 581 3 50.00 f 28050.00 f 4000 f 23,24000 $ (5,31000) -20.00%3 35.00 3 20.335.00 f
(8,71500) 40.00%f "DO 3 12,1.200 f (18,2.8.00) -58.00%
215 PIPE REMOVAL,(151N M)(ALL DEPTH6),INCL EXC A/D B WILL LF 820 f 80.00 f 55.200.00 f 45.00 f 41,400.00 f (13.800.00) -25.00%f 40.00 f 38,.0000
3 (1.,400.00) 33.33%S 25.00 f 2300000 f (32,20000) 38.33%
216 WET CONNECTION 6-IN DIA X 6IN DIA EA 2 3 1,DOO.DD S 14,DOO.DO $ 7,500.00 f 15,00000 $ 1,00000 7.14%$ 4.600.00 S 9,200.00 f (4,800.00)
44.29%f 4,500.00 $ COOO.00 S (5,000.00) .35.71%
217 WET CONNECTION I2-IN DIA X 124N DIA EA 3 f 8,500.00 f 28,500.00 $ 10,000.00 $ 30,000.00 f 1,500.00 538%$ 51000.00 3 15,000.00 f (13,500.00)
41.37%f 4.500.00 $ 13,500.00 f (15,000.00) -52.63%
215 WET CONNECTION 161N DIA X 184N DIA EA 6 f 12,000.00 f 98,000.00 $ 12,500.00 $ 100000.00 f 4.000.00 4.11 $ 5,000.00 $ 40,000.00 f (5600600)
38.33%f 1.10000 f 61,800.00 $ (34.400.00) -3583%
219 DUCTILE IRON FITTINGS TN 7.1 f 10,000.00 f 71,000.00 f 10,000.00 f 11,000.00 f 0. f 1,000.00 $ 49,100.00 f (21,300.00) 40.00%$ 8,20000
$ "020.00 i (28,88000) -J.OD%
220 BYPASS PUMPING w 1 $ 10,00000 f 10000.00 S 10,00000 f 10,000.0. f 000%f 5,500.00 3 5,5DD.OD $ (4,500.00) 45.00%$ 14,00000 $
14,DD000 f 4.000.00 4000%
221 -.8(DATE TYPE)(61N DIA) EA 1 1 2,500.00 f 2..00.00 S 5,500.00 f 5,500.00 3 3,000.00 12000%$ 2,200.00 f 23W_DO $ (300.00) 42.00%f
2,00000 f 2000000 f (50000) -2D.OD%
222 VALVES(GATE TYPE)(12-INDIA) EA IS f 6500.00 f 38,000.00 1 6,500.00 f 51,DOO.OD f 12,000.00 30.77%$ 5,50000 $ 33,000.00 $ (8000.00) .15.30%f
4.100.00 $ 211,200.00 3 (10,.00.00) 31.89%
223 VKVES(GATE TYPE)(161N DIA) EA 6 f 16,00000 f 75,000.00 S 17,500.00 3 .7.5.DO f 12,50000 16.81%$ 15.100.00 f 15,500.00 S 50000 0.61%f
12,000.00 f 8600000 f (16000.00) ."w%
M FIRE HYDRANT A88EMBLY Ell 3 3 6,000.00 $ 16000.00 1 1000000 f 36000.00 $ 12,000.00 88.87%$ 10.500.00 f 31,500.00 $ 13,50000 1500%f 8.000.00
f 24,000,00 f 6,000.00 33.33%
225 AUT0WTIC COMBINATION AIR RELEASE VALVE ASSEMBLY(24N DIA) EA 2 f 5,00000 S 10,000.00 S1,50000 $ 15,000.00 S 5,000.00 50.00%f 6,7OO.00 $ 13400.00
f 3,40000 34.00%3 1,300.00 f 14,800.00 f 4,600.00 46.00%
228 BERMUDA BLOCK SODDING BY 106 f 15.00 f 1,620.00 $
15.00 f 1,620.00 3 0.00%f 00 14. $ 1,512.00 f (10800) 4 eml 600 S 681.00 S (158.00) 46.81%
3 17,159.395.61 1 11,134011.38 3 (24,"635) -0.14% 3 15413,413.11 f(2, 982.50) -13.21%
f 15,/89,111.80 f (2.280.2.801) -12.>3%
Drw E6T31ATED CONSTRUCTION CM f 77,759,795.61 (17,734,947.36 f 15,413,419.11 346S 16,499,127.60
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Prapae01wa1 ar S 17,734,947.36 $ 15,413,413.11 $ 15,499,127.60
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