|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:08/06/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091314 | Estimate Number | 0056 | Estimate Type FINAL | |||
| District Office | SOMERSET (08340) Lucas, William H., P.E. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 05/18/2013 TO 06/11/2013 | ||||||
| Date Approved | 08/06/2013 | ||||||
| Primary Proj Number | DE10201500914 | ||||||
| Project No. | ARRA 150-1 (097) | ||||||
| Primary County | ROCKCASTLE | ||||||
| Name of Road | CRAB ORCHARD-MT. VERNON ROAD (US 150) | ||||||
| Description | RECONSTRUCT US 150 FROM BROADHEAD TO KY 461 AT MT. VERNON | ||||||
| Date Let | 11/20/2009 | Formal Acceptance | 05/31/2012 | ||||
| Date Awarded | 01/14/2010 | Date Work Began | 02/08/2010 | ||||
| Date Contract Executed | 01/22/2010 | Open To Traffic | 12/21/2011 | ||||
| Date NTP Issued | 01/22/2010 | Actual Completion Date | 12/21/2011 | ||||
| Current Contract Amount | $22,381,015.57 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $21,319,884.00 |
Total Earnings | $21,552,394.16 |
$21,388,144.16 |
$164,250.00 |
|
| Percent Complete | 96.30 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
| Funds Available | $828,621.40 |
Gross Earnings | $21,552,394.17 |
$21,388,144.17 |
$164,250.00 |
|
| Total Change Orders | $1,061,131.57 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $21,552,394.17 |
$21,388,144.17 |
$164,250.00 |
|||
| Contract Id | 091314 | Change Order Summary |
County | ROCKCASTLE | ||||||
| Estimate Nbr | 0056 | Project Number | ARRA 150-1 (097) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 05/18/2013 TO 06/11/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Diversion modification, fuel adj., and cons. revision | Approved | 09/21/2010 | $0.00 | 0.0 | |||||
| 002 | Slide repair, building removal, and bridge adjustments | Approved | 02/16/2011 | $212,792.00 | 9.0 | |||||
| 003 | Wage Regulations | Approved | 04/27/2011 | $0.00 | 0.0 | |||||
| 004 | Waterline Repair | Approved | 04/27/2011 | $13,301.09 | 0.0 | |||||
| 005 | Additional Barricades and Slotted Drain for Driveway | Approved | 08/24/2011 | $28,210.00 | 0.0 | |||||
| 006 | Milling and Fuel & Asphalt Adjustments | Approved | 02/01/2012 | $779,700.00 | 0.0 | |||||
| 007 | Sight Distance Improvement | Approved | 05/18/2012 | $23,805.60 | 0.0 | |||||
| 008 | Install Turning Lane at KY 70 & US 150 Intersection | Approved | 07/09/2012 | $-2,417.48 | 0.0 | |||||
| 009 | Non Spec Material Override | Approved | 07/25/2012 | $0.00 | 0.0 | |||||
| 010 | Slope Repair | Approved | 05/10/2013 | $5,740.36 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 091314 | COMMONWEALTH OF KENTUCKY |
County | ROCKCASTLE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE10201500914 | |||||||
| Estimate Nbr | 0056 | Period | 05/18/2013 TO 06/11/2013 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0010 PAVING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 1001 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 9,654.00 | 9,654.000 | 13,855.104 | 13,855.104 | 49.03 | 679,315.74 | |||
| 1002 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 6,759.00 | 7,059.000 | 7,509.300 | 7,509.300 | 55.03 | 413,236.77 | |||
| 1003 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 64,871.00 | 65,471.000 | 70,023.404 | 70,023.404 | 46.12 | 3,229,479.39 | |||
| 1004 | CRUSHED STONE BASE | 00003 | TON | 102,471.00 | 102,471.000 | 113,709.260 | 113,709.260 | 12.85 | 1,461,163.99 | |||
| 1005 | TRAFFIC BOUND BASE | 00020 | TON | 1,844.00 | 1,844.000 | 2,695.250 | 2,695.250 | 14.00 | 37,733.50 | |||
| 1006 | ASPHALT SEAL AGGREGATE | 00100 | TON | 581.00 | 581.000 | 581.000 | 581.000 | 40.00 | 23,240.00 | |||
| 1007 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 69.00 | 69.000 | 69.000 | 69.000 | 400.00 | 27,600.00 | |||
| 1008 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 390.00 | 390.000 | 444.000 | 444.000 | 48.00 | 21,312.00 | |||
| 1009 | JPC PAVEMENT-8 IN | 02084 | SQYD | 238.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1090 | PAVEMENT ADJUSTMENT (ASPHALT W/ ASPHALT SHOULDER) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 614,935.00 | 0.00 | |||
| 8012 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 413,000.000 | 383,844.060 | 383,844.060 | 1.00 | 383,844.06 | |||
| 8015 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 850.000 | 743.000 | 743.000 | 35.00 | 26,005.00 | |||
| 8016 | EDGE KEY | 02585 | LF | 0.00 | 400.000 | 375.000 | 375.000 | 8.00 | 3,000.00 | |||
| 8017 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0020 ROADWAY | |||||||
| 2000 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 36.00 | 36.000 | 25.000 | 25.000 | 30.24 | 756.00 | |||
| 2001 | STANDARD INTEGRAL CURB | 01830 | LF | 27.00 | 27.000 | 27.000 | 27.000 | 21.60 | 583.20 | |||
| 2002 | ISLAND INTEGRAL CURB | 01845 | LF | 169.00 | 169.000 | 143.500 | 143.500 | 19.44 | 2,789.64 | |||
| 2003 | REMOVE PAVEMENT | 02091 | SQYD | 8,713.00 | 8,713.000 | 8,713.000 | 8,713.000 | 6.00 | 52,278.00 | |||
| 2004 | TEMP DITCH | 02159 | LF | 49,488.00 | 49,488.000 | 12,928.000 | 12,928.000 | 1.27 | 16,418.56 | |||
| 2005 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,651,223.00 | 2,663,441.000 | 2,663,441.000 | 2,663,441.000 | 2.62 | 6,978,215.42 | |||
| 2006 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 25,275.00 | 25,275.000 | 27,664.750 | 27,664.750 | 14.85 | 410,821.53 | |||
| 2007 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 38.00 | 38.000 | 49.000 | 49.000 | 40.00 | 1,960.00 | |||
| 2008 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,150.00 | 17,200.00 | |||
| 2009 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,975.00 | 3,950.00 | |||
| 2010 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
| 2011 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 600.00 | 3,000.00 | |||
| 2012 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 1,850.00 | 31,450.00 | |||
| 2013 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 750.00 | 5,250.00 | |||
| 2014 | TEMP GUARDRAIL | 02397 | LF | 1,000.00 | 1,000.000 | 452.500 | 452.500 | 9.00 | 4,072.50 | |||
| 2015 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 64,573.00 | 64,573.000 | 65,909.700 | 65,909.700 | 4.80 | 316,366.56 | |||
| 2016 | FENCE-6 FT CHAIN LINK | 02274 | LF | 1,764.00 | 1,764.000 | 1,678.500 | 1,678.500 | 12.95 | 21,736.57 | |||
| 2017 | SINGLE VEHICULAR CHAIN LINK GATE | 02286 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 2018 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 288.00 | 288.000 | 269.000 | 269.000 | 65.00 | 17,485.00 | |||
| 2019 | CHANNEL LINING CLASS IV | 02488 | CUYD | 14,896.00 | 14,896.000 | 12,994.650 | 12,994.650 | 3.24 | 42,102.66 | |||
| 2020 | CLEARING AND GRUBBING (335 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 157,756.39 | 157,756.39 | |||
| 2021 | SIGNS | 02562 | SQFT | 2,208.00 | 2,208.000 | 1,005.000 | 1,005.000 | 9.72 | 9,768.60 | |||
| 2025 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 21,414.00 | 5,991.000 | 5,990.600 | 5,990.600 | 1.81 | 10,842.98 | |||
| 2026 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 2,064.00 | 2,064.000 | 0.000 | 0.000 | 2.39 | 0.00 | |||
| 2027 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 12,119.00 | 2,594.000 | 2,593.500 | 2,593.500 | 1.67 | 4,331.14 | |||
| 2028 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 2,200.00 | 8,414.000 | 10,056.300 | 10,056.300 | 1.88 | 18,905.84 | |||
| 2029 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 35,694.00 | 35,694.000 | 18,707.830 | 18,707.830 | 2.00 | 37,415.66 | |||
| 2030 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,139.60 | 125,139.60 | |||
| 2031 | TEMP SILT FENCE | 02701 | LF | 49,488.00 | 49,488.000 | 25,029.000 | 25,029.000 | 1.89 | 47,304.81 | |||
| 2032 | SILT TRAP TYPE A | 02703 | EACH | 335.00 | 26.000 | 26.000 | 26.000 | 140.40 | 3,650.40 | |||
| 2033 | SILT TRAP TYPE B | 02704 | EACH | 335.00 | 295.000 | 176.000 | 176.000 | 162.00 | 28,512.00 | |||
| 2034 | SILT TRAP TYPE C | 02705 | EACH | 335.00 | 335.000 | 20.000 | 20.000 | 118.80 | 2,376.00 | |||
| 2035 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,005.00 | 1,005.000 | 35.000 | 35.000 | 27.00 | 945.00 | |||
| 2036 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,005.00 | 1,005.000 | 260.000 | 260.000 | 27.00 | 7,020.00 | |||
| 2037 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1,005.00 | 1,005.000 | 13.000 | 13.000 | 21.60 | 280.80 | |||
| 2038 | CLEAN TEMP SILT FENCE | 02709 | LF | 49,488.00 | 49,488.000 | 37.000 | 37.000 | 0.54 | 19.98 | |||
| 2039 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 123,660.00 | 123,660.00 | |||
| 2040 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,000.00 | 36,000.00 | |||
| 2041 | EROSION CONTROL BLANKET | 05950 | SQYD | 28,390.00 | 28,390.000 | 18,171.700 | 18,171.700 | 0.99 | 17,989.98 | |||
| 2042 | TEMP MULCH | 05952 | SQYD | 1,621,400.00 | 1,621,400.000 | 225,446.500 | 225,446.500 | 0.12 | 27,053.58 | |||
| 2043 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 48,329.00 | 48,329.000 | 36,043.320 | 36,043.320 | 0.20 | 7,208.66 | |||
| 2044 | TOPDRESSING FERTILIZER | 05966 | TON | 38.40 | 38.400 | 38.400 | 38.400 | 580.00 | 22,272.00 | |||
| 2045 | SEEDING AND PROTECTION | 05985 | SQYD | 740,433.00 | 1,140,433.000 | 1,153,021.543 | 1,153,021.543 | 0.24 | 276,725.17 | |||
| 2046 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 142,876.00 | 142,876.000 | 119,462.000 | 119,462.000 | 0.17 | 20,308.54 | |||
| 2047 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 201,156.00 | 201,156.000 | 134,512.000 | 134,512.000 | 0.17 | 22,867.04 | |||
| 2048 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 8,950.00 | 0.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 2049 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 8,950.00 | 0.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 2050 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 62.00 | 88.000 | 255.000 | 255.000 | 8.00 | 2,040.00 | |||
| 2051 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 13.000 | 20.000 | 20.000 | 75.00 | 1,500.00 | |||
| 2052 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 450.00 | 450.000 | 22.000 | 22.000 | 5.00 | 110.00 | |||
| 2053 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 901.00 | 950.000 | 953.000 | 953.000 | 19.00 | 18,107.00 | |||
| 2054 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 25.00 | 29.000 | 39.000 | 39.000 | 19.00 | 741.00 | |||
| 2055 | REMOVE GUARDRAIL | 02381 | LF | 1,887.50 | 1,887.500 | 2,400.000 | 2,400.000 | 1.35 | 3,240.00 | |||
| 2056 | GRANULAR PILE CORE | 20209EP69 | CUYD | 3,577.00 | 3,577.000 | 2,030.910 | 2,030.910 | 29.00 | 58,896.39 | |||
| 2057 | CONCRETE-CLASS B | 02555 | CUYD | 52.00 | 52.000 | 0.000 | 0.000 | 237.16 | 0.00 | |||
| 2058 | DETENTION BASIN | 23626EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,084.02 | 35,084.02 | |||
| 2059 | BARRICADE-TYPE III | 02014 | EACH | 16.00 | 34.000 | 34.000 | 34.000 | 270.00 | 9,180.00 | |||
| 2060 | WITNESS POST | 02432 | EACH | 3.00 | 245.000 | 30.000 | 30.000 | 85.00 | 2,550.00 | |||
| 2061 | DIVERSIONS (BY-PASS DETOURS) (NO 1) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 212,022.48 | 212,022.48 | |||
| 2062 | DIVERSIONS (BY-PASS DETOURS) (KY 1229) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,961.92 | 36,961.92 | |||
| 2063 | DIVERSIONS (BY-PASS DETOURS) (NAPIER ROAD) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 141,794.72 | 0.00 | |||
| 2064 | DIVERSIONS (BY-PASS DETOURS) (KY 2108) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,864.44 | 19,864.44 | |||
| 2065 | DIVERSIONS (BY-PASS DETOURS) (NO 2) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,316.64 | 70,316.64 | |||
| 2066 | SETTLEMENT PLATFORM | 02692 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,592.00 | 10,368.00 | |||
| 2067 | STEEL PIPE-2 1/2 IN | 03340 | LF | 147.00 | 147.000 | 105.000 | 105.000 | 70.20 | 7,371.00 | |||
| 2068 | STEEL PIPE-4 IN | 03343 | LF | 147.00 | 147.000 | 105.000 | 105.000 | 81.00 | 8,505.00 | |||
| 8001 | DIVERSIONS (BY-PASS DETOURS) NAPIER ROAD DIVERSION | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
| 8003 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 382,806.020 | 380,729.950 | 380,729.950 | 1.00 | 380,729.95 | |||
| 8004 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 0.00 | 5,651.770 | 5,584.390 | 5,584.390 | 26.00 | 145,194.14 | |||
| 8005 | DEMOLITION BUILDING DEMOLITION AND REMOVAL | 22829NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 17,700.00 | 17,700.00 | |||
| 8013 | SITE PREPARATION | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,301.09 | 13,301.09 | |||
| 8014 | DRAIN PIPE-6 IN | 08820 | LF | 0.00 | 31.000 | 31.000 | 31.000 | 65.00 | 2,015.00 | |||
| 8018 | SITE PREPARATION Sight Distance Improvement | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 23,805.60 | 23,805.60 | |||
| 8019 | STRIPING REMOVAL | 23139EN | LF | 0.00 | 3,350.000 | 3,318.000 | 3,318.000 | 0.55 | 1,824.90 | |||
| 8020 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 0.00 | 30.000 | 20.000 | 20.000 | 8.00 | 160.00 | |||
| 8022 | MAINTAIN & CONTROL TRAFFIC KY 70 TURN LANE | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 8023 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 8024 | EXCAVATION AND BACKFILL | 03235 | CUYD | 0.00 | 169.000 | 169.000 | 169.000 | 20.00 | 3,380.00 | |||
| 8026 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -5,983.110 | -5,983.110 | 1.00 | -5,983.11 | |||
| 8027 | SITE PREPARATION Slope repair on KY 3245 & KY 70 | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,740.36 | 5,740.36 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0030 DRAINAGE | |||||||
| 3001 | CULVERT PIPE-15 IN | 00461 | LF | 18.00 | 18.000 | 18.000 | 18.000 | 30.03 | 540.54 | |||
| 3002 | CULVERT PIPE-18 IN | 00462 | LF | 1,111.00 | 1,111.000 | 1,134.000 | 1,134.000 | 41.45 | 47,004.30 | |||
| 3003 | CULVERT PIPE-24 IN | 00464 | LF | 1,958.00 | 1,713.000 | 1,711.000 | 1,711.000 | 41.28 | 70,630.08 | |||
| 3004 | CULVERT PIPE-30 IN | 00466 | LF | 1,725.00 | 1,725.000 | 1,779.000 | 1,779.000 | 63.15 | 112,343.85 | |||
| 3005 | CULVERT PIPE-36 IN | 00468 | LF | 1,086.00 | 1,086.000 | 1,086.000 | 1,086.000 | 91.77 | 99,662.22 | |||
| 3006 | CULVERT PIPE-42 IN | 00469 | LF | 631.00 | 631.000 | 631.000 | 631.000 | 91.62 | 57,812.22 | |||
| 3007 | CULVERT PIPE-48 IN | 00470 | LF | 191.00 | 191.000 | 191.000 | 191.000 | 103.17 | 19,705.47 | |||
| 3008 | CULVERT PIPE-54 IN | 00471 | LF | 389.00 | 389.000 | 389.000 | 389.000 | 132.20 | 51,425.80 | |||
| 3009 | CULVERT PIPE-60 IN | 00472 | LF | 150.00 | 1.000 | 0.000 | 0.000 | 153.45 | 0.00 | |||
| 3010 | CULVERT PIPE-66 IN | 00473 | LF | 835.00 | 985.000 | 985.000 | 985.000 | 196.68 | 193,729.80 | |||
| 3011 | PERFORATED PIPE-4 IN | 01000 | LF | 2,321.00 | 2,321.000 | 2,425.000 | 2,425.000 | 7.00 | 16,975.00 | |||
| 3012 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 360.00 | 411.000 | 416.000 | 416.000 | 15.00 | 6,240.00 | |||
| 3013 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 3014 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
| 3015 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 18.00 | 18.000 | 16.000 | 16.000 | 400.00 | 6,400.00 | |||
| 3016 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 400.00 | 2,800.00 | |||
| 3017 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 2,390.05 | 26,290.55 | |||
| 3018 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,191.15 | 6,382.30 | |||
| 3019 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,232.35 | 8,464.70 | |||
| 3020 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,716.34 | 1,716.34 | |||
| 3021 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,148.99 | 12,595.96 | |||
| 3022 | METAL END SECTION TY 1-30 IN | 01374 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,971.08 | 5,942.16 | |||
| 3023 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,134.99 | 1,134.99 | |||
| 3024 | CONCRETE-CLASS A | 08100 | CUYD | 190.83 | 200.370 | 194.970 | 194.970 | 675.00 | 131,604.75 | |||
| 3025 | STEEL REINFORCEMENT | 08150 | LB | 11,924.00 | 12,557.000 | 12,525.000 | 12,525.000 | 1.08 | 13,527.00 | |||
| 3026 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 4,047.00 | 4,047.000 | 4,708.400 | 4,708.400 | 10.26 | 48,308.18 | |||
| 3027 | ENTRANCE PIPE-15 IN | 00440 | LF | 1,717.00 | 1,717.000 | 1,876.000 | 1,876.000 | 28.08 | 52,678.08 | |||
| 3028 | ENTRANCE PIPE-18 IN | 00441 | LF | 1,210.00 | 1,210.000 | 1,123.000 | 1,123.000 | 35.64 | 40,023.72 | |||
| 3029 | ENTRANCE PIPE-24 IN | 00443 | LF | 270.00 | 270.000 | 379.000 | 379.000 | 58.32 | 22,103.28 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0041 BRIDGE | |||||||
| 4101 | CONCRETE-CLASS A | 08100 | CUYD | 292.00 | 292.000 | 292.900 | 292.900 | 345.00 | 101,050.50 | |||
| 4102 | CONCRETE-CLASS AA | 08104 | CUYD | 431.90 | 431.900 | 434.900 | 434.900 | 422.00 | 183,527.80 | |||
| 4103 | STEEL REINFORCEMENT | 08150 | LB | 72,662.00 | 72,662.000 | 72,662.000 | 72,662.000 | 0.82 | 59,582.84 | |||
| 4104 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 121,815.00 | 121,815.000 | 122,121.000 | 122,121.000 | 0.84 | 102,581.64 | |||
| 4105 | MASONRY COATING | 02998 | SQYD | 787.00 | 787.000 | 824.000 | 824.000 | 9.00 | 7,416.00 | |||
| 4106 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 102.50 | 102.500 | 102.500 | 102.500 | 52.00 | 5,330.00 | |||
| 4107 | RAIL SYSTEM TYPE III | 21532ED | LF | 580.40 | 580.400 | 598.700 | 598.700 | 115.00 | 68,850.50 | |||
| 4108 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 591.00 | 591.000 | 508.480 | 508.480 | 15.00 | 7,627.20 | |||
| 4109 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 100.00 | 100.000 | 110.750 | 110.750 | 27.00 | 2,990.25 | |||
| 4110 | RETAINING WALL | 08018 | SQFT | 3,899.00 | 3,899.000 | 0.000 | 0.000 | 51.58 | 0.00 | |||
| 4111 | PILES-STEEL HP12X53 | 08046 | LF | 609.00 | 609.000 | 616.400 | 616.400 | 58.00 | 35,751.20 | |||
| 4112 | TEST PILES | 08033 | LF | 82.00 | 82.000 | 82.000 | 82.000 | 58.00 | 4,756.00 | |||
| 4113 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 104.00 | 1,872.00 | |||
| 4114 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,633.00 | 1,633.000 | 1,636.070 | 1,636.070 | 19.00 | 31,085.33 | |||
| 4115 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 181.00 | 181.000 | 131.980 | 131.980 | 26.00 | 3,431.48 | |||
| 4116 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,324.20 | 1,324.200 | 1,324.200 | 1,324.200 | 227.00 | 300,593.40 | |||
| 8006 | REIMBURSEMENT EXCESS MATERIAL | 10299N | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 6,741.60 | 6,741.60 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0042 BRIDGE | |||||||
| 4201 | CONCRETE-CLASS A | 08100 | CUYD | 391.50 | 404.300 | 404.300 | 404.300 | 345.00 | 139,483.50 | |||
| 4202 | CONCRETE-CLASS AA | 08104 | CUYD | 490.90 | 502.000 | 502.000 | 502.000 | 422.00 | 211,844.00 | |||
| 4203 | STEEL REINFORCEMENT | 08150 | LB | 59,463.00 | 62,327.000 | 62,327.000 | 62,327.000 | 0.82 | 51,108.14 | |||
| 4204 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 165,787.00 | 142,065.000 | 142,065.000 | 142,065.000 | 0.84 | 119,334.60 | |||
| 4205 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 374.00 | 399.000 | 399.000 | 399.000 | 15.00 | 5,985.00 | |||
| 4206 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 77.00 | 92.000 | 92.000 | 92.000 | 27.00 | 2,484.00 | |||
| 4207 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,349.20 | 532.700 | 532.700 | 532.700 | 227.00 | 120,922.90 | |||
| 4208 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 282.00 | 290.000 | 345.120 | 345.120 | 26.00 | 8,973.12 | |||
| 4209 | MASONRY COATING | 02998 | SQYD | 687.00 | 703.000 | 703.000 | 703.000 | 9.00 | 6,327.00 | |||
| 4210 | PILES-STEEL HP12X53 | 08046 | LF | 694.00 | 694.000 | 679.450 | 679.450 | 58.00 | 39,408.10 | |||
| 4211 | TEST PILES | 08033 | LF | 84.00 | 84.000 | 84.390 | 84.390 | 58.00 | 4,894.62 | |||
| 4212 | PILE POINTS-12 IN | 08094 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 104.00 | 2,080.00 | |||
| 4213 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 106.80 | 106.800 | 106.800 | 106.800 | 52.00 | 5,553.60 | |||
| 4214 | RAIL SYSTEM TYPE III | 21532ED | LF | 546.70 | 540.700 | 540.700 | 540.700 | 115.00 | 62,180.50 | |||
| 4215 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 962.00 | 962.000 | 1,669.030 | 1,669.030 | 19.00 | 31,711.57 | |||
| 4216 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 530.00 | 530.000 | 576.340 | 576.340 | 23.00 | 13,255.82 | |||
| 8007 | PRECAST PC I BEAM TYPE 4 DEPARTMENT SUPPLIED BEAMS | 08634 | LF | 0.00 | 1,065.300 | 1,065.300 | 1,065.300 | 89.91 | 95,781.12 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0043 BRIDGE | |||||||
| 4301 | CONCRETE-CLASS A | 08100 | CUYD | 762.90 | 762.900 | 762.900 | 762.900 | 345.00 | 263,200.50 | |||
| 4302 | STEEL REINFORCEMENT | 08150 | LB | 140,388.00 | 140,388.000 | 140,388.000 | 140,388.000 | 0.82 | 115,118.16 | |||
| 4303 | FOUNDATION PREPARATION (25679) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 4304 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2,056.00 | 2,056.000 | 281.700 | 281.700 | 27.00 | 7,605.90 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0044 BRIDGE | |||||||
| 4401 | CONCRETE-CLASS A | 08100 | CUYD | 257.20 | 257.200 | 257.200 | 257.200 | 345.00 | 88,734.00 | |||
| 4402 | STEEL REINFORCEMENT | 08150 | LB | 34,328.00 | 34,328.000 | 34,328.000 | 34,328.000 | 0.82 | 28,148.96 | |||
| 4403 | FOUNDATION PREPARATION (26551) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0045 BRIDGE | |||||||
| 4501 | CONCRETE-CLASS A | 08100 | CUYD | 64.80 | 64.800 | 64.800 | 64.800 | 345.00 | 22,356.00 | |||
| 4502 | STEEL REINFORCEMENT | 08150 | LB | 2,920.00 | 2,920.000 | 2,920.000 | 2,920.000 | 0.82 | 2,394.40 | |||
| 4503 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 4,783.00 | 4,783.000 | 4,783.000 | 4,783.000 | 0.84 | 4,017.72 | |||
| 4504 | FOUNDATION PREPARATION (26552) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 4505 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 4506 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 35.00 | 3,500.00 | |||
| 4507 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 28.70 | 28.700 | 28.700 | 28.700 | 66.00 | 1,894.20 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0051 WATERLINE | |||||||
| 5101 | PVC PIPE-8 IN | 03387 | LF | 1,820.00 | 1,820.000 | 1,970.000 | 1,970.000 | 27.00 | 53,190.00 | |||
| 5102 | PVC PIPE-6 IN | 03385 | LF | 5,475.00 | 5,475.000 | 6,045.000 | 6,045.000 | 24.00 | 145,080.00 | |||
| 5103 | PVC PIPE-4 IN | 03383 | LF | 965.00 | 965.000 | 218.000 | 218.000 | 16.00 | 3,488.00 | |||
| 5104 | PVC PIPE-2 IN | 03381 | LF | 643.00 | 643.000 | 810.000 | 810.000 | 15.00 | 12,150.00 | |||
| 5105 | SERVICE LINE-3/4 IN | 20311EC | LF | 622.00 | 622.000 | 958.000 | 958.000 | 20.00 | 19,160.00 | |||
| 5106 | DUCTILE IRON FITTINGS (REVISED: 11-17-09) | 20888ED | TON | 6.00 | 6.000 | 1.760 | 1.760 | 4,000.00 | 7,040.00 | |||
| 5107 | GATE VALVE-6 IN | 03526 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 700.00 | 2,100.00 | |||
| 5108 | FIRE HYDRANT | 02606 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,800.00 | 16,800.00 | |||
| 5109 | FLUSH HYDRANT | 03439 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 5110 | TAPPING SLEEVE & VALVE (CONNECT TO EX 8IN WATER MAIN W 8X8X8) | 03551 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 5111 | TAPPING SLEEVE & VALVE (CONNECT TO EX 6IN WATER MAIN W 6X6X6) | 03551 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 3,000.00 | 18,000.00 | |||
| 5112 | TAPPING SLEEVE & VALVE (CONNECT TO EX 4IN WATER MAIN W 4X4X4) | 03551 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 5113 | WATER MAIN CREEK CROSSING | 23667EC | LF | 65.00 | 65.000 | 15.000 | 15.000 | 45.00 | 675.00 | |||
| 5114 | BORE & JACK ENCASEMENT PIPE-INSTALL (KY 1229) | 22960ED | LF | 60.00 | 60.000 | 60.000 | 60.000 | 200.00 | 12,000.00 | |||
| 5115 | BORE & JACK ENCASEMENT PIPE-INSTALL (US 150) | 22960ED | LF | 40.00 | 40.000 | 40.000 | 40.000 | 75.00 | 3,000.00 | |||
| 5116 | BORE & JACK ENCASEMENT PIPE-INSTALL (KY 3245) | 22960ED | LF | 30.00 | 30.000 | 30.000 | 30.000 | 200.00 | 6,000.00 | |||
| 5117 | BORE & JACK ENCASEMENT PIPE-INSTALL (US 150) | 22960ED | LF | 40.00 | 40.000 | 40.000 | 40.000 | 75.00 | 3,000.00 | |||
| 5118 | BORE & JACK ENCASEMENT PIPE-INSTALL (KY 150) | 22960ED | LF | 60.00 | 60.000 | 60.000 | 60.000 | 180.00 | 10,800.00 | |||
| 5119 | OPEN CUT W/ STEEL ENCASEMENT (16 INCH) | 21788ED | LF | 290.00 | 290.000 | 290.000 | 290.000 | 66.00 | 19,140.00 | |||
| 5120 | OPEN CUT W/ STEEL ENCASEMENT (12 INCH) | 21788ED | LF | 1,325.00 | 1,325.000 | 1,460.000 | 1,460.000 | 55.00 | 80,300.00 | |||
| 5121 | OPEN CUT W/ STEEL ENCASEMENT (10 INCH) | 21788ED | LF | 190.00 | 190.000 | 220.000 | 220.000 | 50.00 | 11,000.00 | |||
| 5122 | OPEN CUT W/ STEEL ENCASEMENT (8 INCH) | 21788ED | LF | 600.00 | 600.000 | 600.000 | 600.000 | 51.00 | 30,600.00 | |||
| 5123 | OPEN CUT W/ STEEL ENCASEMENT (2 INCH) | 21788ED | LF | 224.00 | 224.000 | 224.000 | 224.000 | 20.00 | 4,480.00 | |||
| 5124 | CUT & CAP EXIST WATER MAIN (8 INCH PVC WATER MAIN) | 03550 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 5125 | CUT & CAP EXIST WATER MAIN (6 INCH PVC WATER MAIN) | 03550 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 400.00 | 2,400.00 | |||
| 5126 | CUT & CAP EXIST WATER MAIN (4 INCH PVC WATER MAIN) | 03550 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 5127 | CUT & CAP EXIST WATER MAIN (3 INCH WATER MAIN) | 03550 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 5128 | CUT & CAP EXIST WATER MAIN (2 INCH WATER MAIN) | 03550 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 5129 | RECONNECT HYDRANT | 22004ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 5130 | REMOVE FIRE HYDRANT | 03434 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| 5131 | REMOVE METER | 03423 | EACH | 26.00 | 26.000 | 11.000 | 11.000 | 100.00 | 1,100.00 | |||
| 5132 | RECONNECT SERVICE (PROVIDE WATER LINE & SERVICE LINE) | 03437 | EACH | 14.00 | 15.000 | 18.000 | 18.000 | 800.00 | 14,400.00 | |||
| 5133 | CONNECT TO WATER METER | 23504EC | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 8008 | CONCRETE ENCASED CREEK CROSSING | 23015EN | LF | 0.00 | 157.000 | 157.000 | 157.000 | 106.70 | 16,751.90 | |||
| 8009 | FIRE HYDRANT ASSEMBLY 24 IN EXTENSION | 20864ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 933.26 | 933.26 | |||
| 8010 | FIRE HYDRANT ASSEMBLY 18 IN EXTENSION | 20864ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 825.92 | 825.92 | |||
| 8011 | STEEL ENCASEMENT PIPE-16 IN-INSTALL | 23676EC | LF | 0.00 | 100.000 | 100.000 | 100.000 | 110.00 | 11,000.00 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0052 SEWER | |||||||
| 5200 | SEWER PIPE-8 IN | 01052 | LF | 875.00 | 875.000 | 930.000 | 930.000 | 33.00 | 30,690.00 | |||
| 5201 | SANITARY SEWER FORCE MAIN | 23013EN | LF | 403.00 | 403.000 | 839.000 | 839.000 | 18.00 | 15,102.00 | |||
| 5202 | CONN FORCE MAIN 3 IN TO FORCE MAIN 3 IN | 23668EC | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 5203 | SANITARY SEWER MANHOLE | 01799 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,800.00 | 9,000.00 | |||
| 5204 | MANHOLE-4 FT BARREL EXTENSION | 21921EN | VTFT | 7.00 | 7.000 | 13.000 | 13.000 | 75.00 | 975.00 | |||
| 5205 | CONNECT TO NEW MANHOLE (DROP CONNECTION) (REVISED: 11-17-09) | 23716EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 5206 | CONNECT TO EXIST MANHOLE | 20424EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 5207 | GRAVITY SEWER CREEK CROSSING | 23669EC | LF | 15.00 | 15.000 | 15.000 | 15.000 | 150.00 | 2,250.00 | |||
| 5208 | BORE & JACK ENCASEMENT PIPE-INSTALL | 22960ED | LF | 90.00 | 90.000 | 90.000 | 90.000 | 200.00 | 18,000.00 | |||
| 5209 | OPEN CUT W/ STEEL ENCASEMENT | 21788ED | LF | 485.00 | 485.000 | 475.000 | 475.000 | 55.00 | 26,125.00 | |||
| 5210 | CUT AND CAP SANITARY SEWER (REVISED: 11-17-09) | 20371EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 5211 | RECONNECT SEWER SERVICE | 03444 | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 1,000.00 | 7,000.00 | |||
| 5212 | REMOVE MANHOLE | 01787 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 5213 | CRUSHED STONE (SPECIAL PIPE BEDDING) | 23300ED | TON | 20.00 | 20.000 | 0.180 | 0.180 | 50.00 | 9.00 | |||
| 5214 | PERM PAVE RESTORATION FOR 18 IN PIPE | 22997EN | LF | 1,060.00 | 1,060.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 5215 | SHOULDERING | 02714 | LF | 1,200.00 | 1,200.000 | 650.000 | 650.000 | 10.00 | 6,500.00 | |||
| 5216 | CONCRETE PAVING REPLACEMENT | 21213ED | LF | 15.00 | 15.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 5217 | PVC GRAVITY SEWER-6 IN (ADDED: 11-17-09) | 23717EC | LF | 105.00 | 105.000 | 126.000 | 126.000 | 25.00 | 3,150.00 | |||
| 5218 | STEEL ENCASEMENT PIPE-12 IN (ADDED: 11-17-09) | 01069 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 90.00 | 9,450.00 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0090 MOBILIZATION / DEMOBILIZATION | |||||||
| 8021 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 29,500.00 | 29,500.00 | |||
| 9000 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 647,683.00 | 647,683.00 | |||
| 9001 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 328,500.00 | 164,250.00 | 328,500.00 | |
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0091 TRAINEES | |||||||
| 9002 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER TRAINEE | 02742 | HOUR | 1,400.00 | 1,400.000 | 678.000 | 678.000 | 1.08 | 732.24 | |||
| Project | DE10201500914 | Fed/State Project Number | ARRA 150-1 (097) | Category | 0100 FEDERAL AID NON PARTICIPATING | |||||||
| 8002 | REIMBURSEMENT SURPLUS DRAINAGE ITEMS DELIVERED TO ROCKCASTLE MAINT. | 10299N | DOLL | 0.00 | 18,341.210 | 18,341.180 | 18,341.180 | 1.00 | 18,341.18 | |||
| SUBTOT | $164,250.00 |
$21,552,394.10 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2015-1-0I |
ROW Fence | LF |
60,660.60 | 0006 | $2.174870 | $125,332.90 | ||||||
4207-1-0I |
PCI Type 4 Beams | LF |
532.70 | 0006 | $158.943680 | $80,464.34 | ||||||
2006-1-0I |
Guardrail W Beam S-Face | LF |
25,275.00 | 0007 | $12.425740 | $281,563.50 | ||||||
4116-1-0I |
PCI Type 4 Beams | LF |
1,324.20 | 0007 | $160.500000 | $201,907.39 | ||||||
2015-1-0A |
ROW Fence | LF |
8,445.70 | 0010 | $2.174870 | $-17,449.94 | ||||||
2015-1-0A |
ROW Fence | LF |
701.00 | 0011 | $2.174870 | $-1,448.36 | ||||||
2015-1-0A |
ROW Fence | LF |
812.00 | 0013 | $2.174870 | $-1,677.70 | ||||||
4207-1-0A |
PCI Type 4 Beams | LF |
532.70 | 0016 | $158.943680 | $-80,464.34 | ||||||
2015-1-0A |
ROW Fence | LF |
4,814.50 | 0017 | $2.174870 | $-9,947.40 | ||||||
2006-1-0A |
Guardrail W Beam S-Face | LF |
2,852.25 | 0018 | $12.425740 | $-31,774.06 | ||||||
4116-1-0A |
PCI Type 4 Beams | LF |
1,324.00 | 0019 | $160.500000 | $-201,876.90 | ||||||
2015-1-0A |
ROW Fence | LF |
5,861.50 | 0031 | $2.174870 | $-12,110.64 | ||||||
2006-1-0A |
Guardrail W Beam S-Face | LF |
1,256.25 | 0034 | $12.425740 | $-13,994.62 | ||||||
2015-1-0A |
ROW Fence | LF |
8,523.00 | 0040 | $2.174870 | $-17,609.66 | ||||||
4116-1-0A |
PCI Type 4 Beams | LF |
0.20 | 0040 | $160.500000 | $-30.49 | ||||||
2006-1-0A |
Guardrail W Beam S-Face | LF |
16,188.75 | 0041 | $12.425740 | $-180,342.68 | ||||||
2006-1-0A |
Guardrail W Beam S-Face | LF |
3,363.75 | 0044 | $12.425740 | $-37,472.17 | ||||||
2006-1-0A |
Guardrail W Beam S-Face | LF |
1,614.00 | 0045 | $12.425740 | $-17,979.96 | ||||||
2015-1-0A |
ROW Fence | LF |
21,970.00 | 0046 | $2.174870 | $-45,392.95 | ||||||
2015-10C |
ROW Fence | LF |
0.00 | 0048 | $2.066134 | $-19,696.25 | ||||||
| SUBTOT | $0.01 |
|||||||||||