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5.7.C. SR 08-14-2000
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5.7.C. SR 08-14-2000
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1/21/2008 8:33:50 AM
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6/28/2004 7:30:53 PM
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City Government
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SR
date
8/14/2000
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,1) 100% STATE 80710 <br /> qTITY <br /> <br /> I I I I <br /> <br />2021.501 MOBILIZATION LUMP SUM 0.23 53,200.00 12,236.00 <br />2101.501 CLE~G AC~ 0.70 3,000.00 2,088.0~ <br />2101.506 GRUgB~G AC~ 0.70 3,000.00 2,088.00 <br />2102.502 PAVEMENT ~G ~MOVAL LIN FT 3,075.00 _. 1.00 3,075.00 <br />2104.501 ~MOVE CONC~TE CULVERT LIN FT 115.00 12.00 1,380.00 <br />2104.501 ~MOVE CONC~ CU~ AND GU~R LIN FT 3.00 44.40 133.20 <br />2104.501 ~MOVE METAL CULVERT LIN FT 50.00 7.00 350.00 <br />2104.503 ~MOVE CONC~ SIDEWALK SQ FT 18.00 2.00 36.00 <br />2104.505 ~MOVE BI~M~OUS PAVEMENT SQ YD 4,113.20 4.00 16,452.80 <br />2104.513 SAW~G BITUM~OUS PAVEMENT FULL DEPTH L~ FT 4,010.20 4.00 16,040.80 <br />2104.523 SALVAGE SIGN EACH 6.00 25.00 150.00 <br />2105.501 CO~ON EXCAVATION (P) CU YD 23,448.81 5.00 117,244.05 <br />2105.601 EXCAVATION SPECIAL LUMP SUM 1.00 1,000.00 1,000.00 <br />2211.501 AGG~GATE BASE CLASS 5 TON 7,220.00 10.00 72,200.00 <br />2232.501 MILL BI~M~OUS S~ACE (1.5") SQ YD 1,086.80 5.00 5,434.00 <br />2350.609 ~E ~3 NON-WEA~G CO~SE MIXTU~ TON 1,350.00 33.00 44,550.00 <br />2350.609 T~E ~3 WEA~G COURSE MIXT~ (T~IL) TON 42.50 35.00 1,487.50 <br />2350.609 ~E ~3 WE~G COURSE MIX~ TON 1,350.00 35.00 47,250.00 <br />2357.502 B~OUS ~AL FOR TACK COAT GALLON 533.00 2.00 1,066.00 <br />2503.511 18" RC PIPE SEWER DESIGN 3006 CLASS V L~ FT 360.00 30.00 10,800.00 <br />2503.602 CO--CT TO EXIS~G ~OLE EACH 1.00 500.00 500.00 <br /> <br />2506.502 CONS~UCT D~AGE S~UC~ DESIGN SPECIAL 24" X 36" EACH 1.00 1,200.00 _ 1,200.00 <br /> <br />2521.501 4" CONC~TE WALK SQ FT 8,352.00 2.00 16,704.00 <br /> <br />2531.501 CONC~ CU~ AND GU~ER DESIGN B618 LIN FT 4,069.00 8.00 32,552.00 <br />2531.501 CONC~ CU~ AND GU~R DESIGN S518 (MEDIAN) L~ FT 305.00 8.00 2,440.00 <br />2531.503 CONC~TE MEDIAN SQ YD 591.00 30.00 17,730.00 <br />2531.602 CONC~TE MEDIAN NOSE DESIGN 7113A EACH 6.00 150.00 900.00 <br />2531.602 PEDES~IAN C~ ~MP EACH 3.00 250.00 ~50.00 <br /> <br />2563.601 ~FFIC CONSOL ............... LU-~> S~M -' 0.2~- 29,006'.-00 ' -~,67~60- <br /> <br />2564.602 F~ISH A~ ~STALL SIGN PA~LS T~E C SQ FT 168.85 40.00 6,754.00 <br />2564.602 PAVEMENT MESSAGE (!.~FT A~OW) EPOXY EACH 1.20 200.00 240.00 <br />2564.602 PAVE~ MESSAGE (I.EFT A~OW) POLY P~FO~ EACH 4.00 300.00 1,200.00 <br />2564.602 PAVE~NT MESSAGE (I.EFT-~RU A~OW) EPOXY EACH 0.60 400.00 240.00 <br />2564.602 PAVE~NT ~SSAGE (~GHT A~OW) EPOXY EACH 1.20 200.00 240.00 <br />2564.602 PAVE~NT ~SSAGE (~GHT A~OW) POLY P~FO~ EACH 4.00 300.00 1,200.00 <br /> <br />-2- <br /> <br /> <br />
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