|
SUBTOTAL $20,706.00 $7,410.00 41840.00 $S570.O0 SDNlol $0.00 0.00 $15,136.00
<br />.
<br />OLD DUDE HIGHWAY CONFLICT RESOLUTION OFFSETS- PROPOSED BOX
<br />CULVERT REPLACEMENT WITH EXISTING I6" REUSE MAIN AND 24" FORCE
<br />MAIN AT STATION 182400
<br />SUBTOTAL
<br />_..........
<br />. ..,..._....
<br />SUBTOTAL
<br />2,U71A90A9
<br />SUBTOTAL
<br />72800
<br />SUBTOTAL
<br />2,073 21849
<br />SUBTOTAL 0.00
<br />SUBTOTAL
<br />293.942.13
<br />U-4
<br />INSTALL 16° PVC OR 14 REUSE MAIN OFFSET
<br />LF
<br />100
<br />60.00
<br />6,000.
<br />().Do
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00%
<br />0.DO
<br />100.00
<br />6,000.00
<br />U-5
<br />INSTALL 24" PVC DR 14 FORCE MAIN OFFSET
<br />IF
<br />100
<br />$ 96.40
<br />9,640.00
<br />O.OD
<br />0.00
<br />0.00
<br />DAD
<br />0.00
<br />0.OD%
<br />0.00
<br />100.00
<br />9,640.00
<br />U-6
<br />INSTALL 24" X 24' WET TAP ASSEMBLY WITH TAPPING GATE
<br />VALVEANOTAPMAIN
<br />EA
<br />2
<br />24 40.00
<br />49,860.00
<br />2.00
<br />4900.00
<br />0.00
<br />2.00
<br />49,880.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />U-7
<br />INSTALLAND REMOVE 24° UNE STOP, INCLUDES
<br />RESTRAINING EXISTING PIPE
<br />EA
<br />2
<br />$ 20440.00
<br />40880.00
<br />LOD
<br />20440.00
<br />0.00
<br />1.00
<br />20,440.00
<br />50.00%
<br />0.00
<br />LOD
<br />20440.00
<br />U-8
<br />REMOVALAND DISPOSAL OF 16° DUCTILE IRON PIPE
<br />LF
<br />100
<br />$ 10.00
<br />000.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00%
<br />0.00
<br />100.00
<br />4000.00
<br />UA
<br />REMOVAL AND DISPOSAL OF 24" DUCTILE IRON PIPE
<br />LF
<br />100
<br />10.00
<br />1,000.00
<br />100.00
<br />1,000.00
<br />0.00
<br />100.00
<br />1000,40
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />U-10
<br />INSTALL DUCTILE IRON FITTINGS
<br />TN
<br />4
<br />$ 5,600,00
<br />22,400.00
<br />450
<br />25,200.00
<br />-1.00 -5,600.00
<br />3.50
<br />19 600.00
<br />87.50%
<br />0.00
<br />0.50
<br />Z8OO.00
<br />U-11
<br />INSTALL 2' ARV ASSEMBLY WITH ARV, GV, CONCRETE VALVE
<br />AND COVER
<br />EA
<br />2
<br />$ 21,38LDD
<br />22,762.00
<br />0.00
<br />0.00
<br />0.D0
<br />0.00
<br />D.00
<br />0."
<br />OAO
<br />2.00
<br />22,762.00
<br />U-12
<br />TEST HOLES POTHOLES
<br />EA
<br />10
<br />175.00
<br />1,750.00
<br />10.00
<br />L7SO.00
<br />0.00
<br />10.00
<br />1,750.00
<br />100.00%
<br />O.OD
<br />0.00
<br />0.00
<br />U-13
<br />INSTALL 6" CONCRETE SIDEWALK 6 WIDE CENTERED OVER
<br />16* AND 24' PIPE AT CULVERT
<br />SF 1
<br />120
<br />450 1
<br />540.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00%1
<br />0.00
<br />120.00
<br />540.00
<br />U-14
<br />WELL POINT DEWATERING
<br />LS 1
<br />1
<br />1 $ 5500.00 1
<br />5500.00
<br />2.00
<br />11,000.00
<br />I 0.00
<br />2.00
<br />1L000.00
<br />200.00%
<br />0.00
<br />-LA0
<br />-5,500.00
<br />SUB-TOTALOF UTILITY IMPROVEMENTS 161,352,40 109,270.00 3,600.00 103,670.00 0.00 57.682.00
<br />ODCID
<br />SUBTOTAL
<br />SUBTOTAL
<br />67,160.62
<br />SUBTOTAL
<br />2,U71A90A9
<br />SUBTOTAL
<br />72800
<br />SUBTOTAL
<br />2,073 21849
<br />SUBTOTAL 0.00
<br />SUBTOTAL
<br />293.942.13
<br />FORCE ACCOUNT
<br />WCO R2- Chanes 2 Type C inlets to type E
<br />IS
<br />1
<br />$1256.00
<br />$100,000.00
<br />$11156.00
<br />67,006.71
<br />$1,156.00
<br />-mm
<br />66,523.21
<br />$1,156.00
<br />33,476.79
<br />' WCD 03 -Add TWO E Inlet & 16 IF of 19 RCP
<br />WCD 04 -Add Remove Edsting MTtered End, Anchorage, Guardmfl, Sod
<br />LS
<br />IS
<br />1 _
<br />1
<br />$2,76512
<br />$2,426.37
<br />$2,765.12
<br />$2,426.37
<br />$2,765.12
<br />$2,426.37
<br />$2,765.12
<br />$2,426.37
<br />WCD 05-Revlse 24' Proposed Forcemain fro PVC to DIP
<br />IS
<br />1
<br />$56,244.82
<br />$56,244.82
<br />$56,244.82
<br />$56,244.82
<br />WCD 46 -install ERCP & 2TV" C Inlets
<br />LS
<br />1
<br />$4,414AO
<br />$4A34.40
<br />$4A14AO
<br />-4,414.40
<br />$0.00
<br />WCD 87 - Base Rack at Driveways
<br />IS
<br />1
<br />$2,805.00
<br />$2,805.00
<br />2,WS.001
<br />$2,805.00
<br />WCD 88- 6Dft Sidewalk, 2Truncated Domes
<br />LS
<br />1
<br />$L125.90
<br />$1125.90
<br />1,12590
<br />TOTAL
<br />SAL
<br />2467,160.62
<br />TOTAL
<br />2138,497.20
<br />TOTAL
<br />1,244.501
<br />TOTAL
<br />2,139,741.70
<br />TOTAL 0.00
<br />TOTAL
<br />293,94L33
<br />AMOUNT COMPLETED TO DATE
<br />$2,139,741.70
<br />$0.00
<br />MATERIALS STORED TO DATE
<br />$7,139,741.70
<br />SUB -TOTAL
<br />MATERIALS STORED AND COMPLETE TO DATE
<br />00
<br />RETAINAGE OF WORK COMPLETED AT S%
<br />$2,139,741.70
<br />TOTAL
<br />COMPLETED AND STORED LESS RETAINAGE
<br />$2,031,572.34
<br />LESS PREVIOUS PAYMENT
<br />$108,169.36
<br />AMOUNT DUE CONTRACTOR
<br />ODCID
<br />
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