|
Report_Id: 091061 Est NO 0069 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091061 | Estimate Number | 0069 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08300) Jones, James E. | ||||||
| Contractor | HI-VIEW LLC | ADDR SN 0 VC Code VC0000099559 | |||||
| PO BOX 1764 | |||||||
| CORBIN , KY , 40702 | |||||||
| Pay Period | 12/04/2012 TO 02/11/2013 | ||||||
| Date Approved | 02/21/2013 | ||||||
| Primary Proj Number | DE07400920961 | ||||||
| Project No. | ARRA 5147(020) | ||||||
| Primary County | MCCREARY | ||||||
| Name of Road | PINE KNOT-WILLIAMSBURG ROAD (KY 92) | ||||||
| Description | RECONSTRUCTION AND RELOCATION OF KY 92 BEGIN AT US 27 PINE KNOT INTERSECTING KY 592 NEAR MARSH CREEK | ||||||
| Date Let | 11/20/2009 | Formal Acceptance | |||||
| Date Awarded | 12/01/2009 | Date Work Began | 02/22/2010 | ||||
| Date Contract Executed | 12/18/2009 | Open To Traffic | |||||
| Date NTP Issued | 12/18/2009 | Actual Completion Date | 07/10/2012 | ||||
| Current Contract Amount | $14,281,092.89 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,771,643.89 |
Total Earnings | $13,731,610.14 |
$13,711,610.14 |
$20,000.00 |
|
| Percent Complete | 96.11 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $555,108.51 |
Gross Earnings | $13,731,610.14 |
$13,711,610.14 |
$20,000.00 |
|
| Total Change Orders | $509,449.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,725,984.38 |
$13,705,984.38 |
$20,000.00 |
|||
| Contract Id | 091061 | Change Order Summary |
County | MCCREARY | ||||||
| Estimate Nbr | 0069 | Project Number | ARRA 5147(020) | |||||||
| Contractor | HI-VIEW LLC | Period | 12/04/2012 TO 02/11/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel and Asphalt Adjustment and Pipe Undercut | Approved | 06/02/2010 | $402,000.00 | 0.0 | |||||
| 002 | Spring Boxes and Culvert Pipe | Approved | 08/19/2010 | $19,579.50 | 1.0 | |||||
| 003 | Removal of Curb and Gutter and Existing Bit. Median | Approved | 11/08/2010 | $25,970.50 | 1.0 | |||||
| 004 | Asphalt Wedge Curb, drainage flume inlets, and R/W Fence | Approved | 05/17/2011 | $37,290.00 | 1.0 | |||||
| 005 | Waterline Relocation (Cost Plus Work) and Time Extension | Approved | 08/03/2011 | $15,744.00 | 33.0 | |||||
| 006 | Time Adjust for Stream Relocation | Approved | 04/27/2012 | $8,865.00 | 35.0 | |||||
| 007 | Ride Quality Adjustment Override | Approved | 08/03/2012 | $0.00 | 0.0 | |||||
| 008 | Non Spec Material Override | Approved | 09/17/2012 | $0.00 | 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 |
||
| DE07400920961 | 8014 | FENCE-WOVEN WIRE TYPE 1 | NON-SPEC MATERIAL DEDUCTION | 0050 | 0.00 |
$0.00 |
$-95.19 |
||
| DE07400920961 | 8014 | FENCE-WOVEN WIRE TYPE 1 | NON-SPEC MATERIAL DEDUCTION | 0052 | 2,958.00 |
$-0.04 |
$-130.89 |
||
| DE07400920961 | 0800 | CL2 ASPH BASE 1.00D PG64-22 | HMA THICKNESS DEDUCTION | 0063 | 122.72 |
$-44.00 |
$-5,399.68 |
||
| Contract Id | 091061 | COMMONWEALTH OF KENTUCKY |
County | MCCREARY | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE07400920961 | ||||||
| Estimate Nbr | 0069 | Period | 12/04/2012 TO 02/11/2013 | |||||||
| Contractor | HI-VIEW LLC | |||||||||
| Project | DE07400920961 | Fed/State Project Number | ARRA 5147(020) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 10,174.00 | 10,174.000 | 7,267.980 | 7,267.980 | 7.25 | 52,692.85 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 42.00 | 42.000 | 26.420 | 26.420 | 50.00 | 1,321.00 | |||
| 0030 | ENTRANCE PIPE-15 IN | 00440 | LF | 1,335.00 | 1,335.000 | 1,301.000 | 1,301.000 | 21.44 | 27,893.44 | |||
| 0040 | CULVERT PIPE-18 IN | 00462 | LF | 596.00 | 596.000 | 549.000 | 549.000 | 57.24 | 31,424.76 | |||
| 0050 | CULVERT PIPE-24 IN | 00464 | LF | 1,159.00 | 1,159.000 | 1,159.000 | 1,159.000 | 63.54 | 73,642.86 | |||
| 0060 | CULVERT PIPE-30 IN | 00466 | LF | 2,318.00 | 2,318.000 | 2,296.000 | 2,296.000 | 110.90 | 254,626.40 | |||
| 0070 | CULVERT PIPE-36 IN (REVISED: 11-12-09) | 00468 | LF | 71.00 | 71.000 | 71.000 | 71.000 | 226.85 | 16,106.35 | |||
| 0080 | CULVERT PIPE-42 IN | 00469 | LF | 1,055.00 | 1,055.000 | 1,055.000 | 1,055.000 | 173.63 | 183,179.65 | |||
| 0090 | CULVERT PIPE-48 IN | 00470 | LF | 645.00 | 645.000 | 645.000 | 645.000 | 208.15 | 134,256.75 | |||
| 0100 | CULVERT PIPE-54 IN | 00471 | LF | 896.00 | 896.000 | 896.000 | 896.000 | 289.94 | 259,786.24 | |||
| 0110 | CULVERT PIPE-66 IN | 00473 | LF | 307.00 | 307.000 | 307.000 | 307.000 | 374.90 | 115,094.30 | |||
| 0120 | PERFORATED PIPE-4 IN | 01000 | LF | 4,202.00 | 4,202.000 | 3,422.000 | 3,422.000 | 11.00 | 37,642.00 | |||
| 0130 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 3,404.00 | 3,404.000 | 526.000 | 526.000 | 12.00 | 6,312.00 | |||
| 0140 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 0150 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 0160 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 20.00 | 20.000 | 12.000 | 12.000 | 450.00 | 5,400.00 | |||
| 0170 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 460.00 | 4,140.00 | |||
| 0180 | REMOVE PIPE | 01310 | LF | 20.00 | 20.000 | 65.000 | 65.000 | 25.00 | 1,625.00 | |||
| 0190 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0200 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,300.00 | 6,600.00 | |||
| 0210 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,950.00 | 9,900.00 | |||
| 0220 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,500.00 | 13,000.00 | |||
| 0230 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0240 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,250.00 | 2,250.00 | |||
| 0250 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0260 | BARRICADE-TYPE III | 02014 | EACH | 16.00 | 16.000 | 18.000 | 18.000 | 210.00 | 3,780.00 | |||
| 0270 | REMOVE PAVEMENT | 02091 | SQYD | 2,473.00 | 2,473.000 | 2,476.760 | 2,476.760 | 4.00 | 9,907.04 | |||
| 0280 | TEMP DITCH | 02159 | LF | 30,901.00 | 30,901.000 | 4,352.000 | 4,352.000 | 1.00 | 4,352.00 | |||
| 0290 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 16,975.00 | 16,975.000 | 16,784.750 | 16,784.750 | 14.74 | 247,407.21 | |||
| 0300 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 23.00 | 23.000 | 24.000 | 24.000 | 45.00 | 1,080.00 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 985.00 | 0.00 | |||
| 0320 | REMOVE GUARDRAIL | 02381 | LF | 3,162.00 | 3,162.000 | 2,475.000 | 2,475.000 | 2.00 | 4,950.00 | |||
| 0330 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 23.00 | 23.000 | 22.000 | 22.000 | 1,800.00 | 39,600.00 | |||
| 0340 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 245.00 | 245.000 | 250.000 | 250.000 | 75.00 | 18,750.00 | |||
| 0350 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 60.00 | 180.00 | |||
| 0360 | CHANNEL LINING CLASS II | 02483 | TON | 8,466.00 | 8,691.000 | 9,774.030 | 9,774.030 | 22.00 | 215,028.66 | |||
| 0370 | CHANNEL LINING CLASS III | 02484 | TON | 5,377.00 | 5,377.000 | 5,110.890 | 5,110.890 | 22.00 | 112,439.58 | |||
| 0380 | CLEARING AND GRUBBING 161 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 144,900.00 | 144,900.00 | |||
| 0390 | SIGNS | 02562 | SQFT | 1,039.00 | 1,039.000 | 1,363.750 | 1,363.750 | 15.00 | 20,456.25 | |||
| 0400 | EDGE KEY | 02585 | LF | 313.00 | 313.000 | 165.000 | 165.000 | 75.00 | 12,375.00 | |||
| 0410 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 3,268.00 | 3,268.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0420 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 62,689.00 | 62,689.000 | 25,936.180 | 25,936.180 | 1.50 | 38,904.27 | |||
| 0430 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 32,473.00 | 32,473.000 | 13,850.337 | 13,850.337 | 2.00 | 27,700.67 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 117,000.00 | 117,000.00 | |||
| 0450 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0460 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,500.00 | 27,000.00 | |||
| 0470 | SAFELOADING | 02690 | CUYD | 9.00 | 9.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0480 | TEMP SILT FENCE | 02701 | LF | 30,901.00 | 30,901.000 | 17,055.000 | 17,055.000 | 2.00 | 34,110.00 | |||
| 0490 | SILT TRAP TYPE A | 02703 | EACH | 193.00 | 193.000 | 142.000 | 142.000 | 100.00 | 14,200.00 | |||
| 0500 | SILT TRAP TYPE B | 02704 | EACH | 193.00 | 193.000 | 192.000 | 192.000 | 100.00 | 19,200.00 | |||
| 0510 | SILT TRAP TYPE C | 02705 | EACH | 193.00 | 193.000 | 83.000 | 83.000 | 100.00 | 8,300.00 | |||
| 0520 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 579.00 | 579.000 | 418.000 | 418.000 | 10.00 | 4,180.00 | |||
| 0530 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 193.00 | 193.000 | 307.000 | 307.000 | 10.00 | 3,070.00 | |||
| 0540 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 579.00 | 579.000 | 266.000 | 266.000 | 10.00 | 2,660.00 | |||
| 0550 | CLEAN TEMP SILT FENCE | 02709 | LF | 30,901.00 | 30,901.000 | 160.000 | 160.000 | 0.25 | 40.00 | |||
| 0560 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 122,500.00 | 122,500.00 | |||
| 0570 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,600.00 | 9,200.00 | |||
| 0580 | EROSION CONTROL BLANKET | 05950 | SQYD | 23,019.00 | 23,019.000 | 14,750.953 | 14,750.953 | 1.15 | 16,963.59 | |||
| 0590 | TEMP MULCH | 05952 | SQYD | 931,810.00 | 931,810.000 | 157,121.153 | 157,121.153 | 0.17 | 26,710.59 | |||
| 0600 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 931,810.00 | 931,810.000 | 292,068.742 | 292,068.742 | 0.19 | 55,493.06 | |||
| 0610 | TOPDRESSING FERTILIZER | 05966 | TON | 40.00 | 40.000 | 20.250 | 20.250 | 875.00 | 17,718.75 | |||
| 0620 | SEEDING AND PROTECTION | 05985 | SQYD | 762,182.00 | 762,182.000 | 555,200.567 | 555,200.567 | 0.28 | 155,456.15 | |||
| 0630 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 15,760.00 | 15,760.000 | 42,730.000 | 42,730.000 | 0.22 | 9,400.60 | |||
| 0640 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 115,371.00 | 115,371.000 | 102,278.750 | 102,278.750 | 0.17 | 17,387.38 | |||
| 0650 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 76.00 | 76.000 | 36.000 | 36.000 | 10.75 | 387.00 | |||
| 0660 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 23,629.00 | 23,629.000 | 2,179.000 | 2,179.000 | 0.85 | 1,852.15 | |||
| 0670 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 125.00 | 625.00 | |||
| 0680 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 185.00 | 185.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| 0690 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 143.00 | 143.000 | 155.000 | 155.000 | 23.75 | 3,681.25 | |||
| 0700 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 700.00 | 700.000 | 650.000 | 650.000 | 23.75 | 15,437.50 | |||
| 0710 | CONCRETE-CLASS A | 08100 | CUYD | 131.80 | 131.800 | 132.440 | 132.440 | 850.00 | 112,574.00 | |||
| 0720 | STEEL REINFORCEMENT | 08150 | LB | 8,761.00 | 8,761.000 | 8,446.360 | 8,446.360 | 1.25 | 10,557.95 | |||
| 0730 | EMBANKMENT | 21553EN | CUYD | 1,528,073.00 | 1,529,873.000 | 1,571,363.248 | 1,571,363.248 | 1.35 | 2,121,340.38 | |||
| 0740 | EXCAVATION | 21554EN | CUYD | 1,497,451.00 | 1,498,551.000 | 1,530,697.366 | 1,530,697.366 | 1.35 | 2,066,441.44 | |||
| 0750 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,502.00 | 3,502.000 | 3,554.200 | 3,554.200 | 7.00 | 24,879.40 | |||
| 8000 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 200,000.000 | 415,363.700 | 415,363.700 | 1.00 | 415,363.70 | |||
| 8001 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 200,000.000 | 453,071.100 | 453,071.100 | 1.00 | 453,071.10 | |||
| 8002 | PIPE UNDERCUT | 02219 | CUYD | 0.00 | 100.000 | 2,082.282 | 2,082.282 | 20.00 | 41,645.64 | |||
| 8003 | SPRING BOX INLET TYPE A | 01660 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,265.00 | 4,265.00 | |||
| 8004 | SPRING BOX INLET TYPE B | 01670 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8005 | CULVERT PIPE-15 IN | 00461 | LF | 0.00 | 200.000 | 188.000 | 188.000 | 48.50 | 9,118.00 | |||
| 8006 | ENTRANCE PIPE-24 IN | 00443 | LF | 0.00 | 63.000 | 60.000 | 60.000 | 41.50 | 2,490.00 | |||
| 8007 | LANE CLOSURE | 02653 | EACH | 0.00 | 2.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 8008 | REMOVE HEADWALL | 02625 | EACH | 0.00 | 4.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 8009 | REMOVE DROP BOX INLET | 01585 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 8010 | REMOVE CURB AND GUTTER | 01812 | LF | 0.00 | 1,889.000 | 1,890.000 | 1,890.000 | 2.50 | 4,725.00 | |||
| 8011 | REMOVE PAVEMENT (EXISTING BIT. MEDIAN) | 02091 | SQYD | 0.00 | 903.000 | 903.000 | 903.000 | 16.00 | 14,448.00 | |||
| 8012 | ASPHALT WEDGE CURB | 01897 | LF | 0.00 | 1,600.000 | 1,398.000 | 1,398.000 | 7.10 | 9,925.80 | |||
| 8013 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 2.000 | 4.000 | 4.000 | 5,000.00 | 20,000.00 | |||
| 8014 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 0.00 | 2,700.000 | 2,958.000 | 2,958.000 | 5.90 | 17,452.20 | |||
| 8015 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 0.00 | 10,000.000 | 12,663.000 | 12,663.000 | 0.75 | 9,497.25 | |||
| 8016 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 0.00 | 30.000 | 88.000 | 88.000 | 6.00 | 528.00 | |||
| 8017 | COST PLUS WORK (WATER SERVICE LINE RELOCATION STA 186+00) | 10080NSD | DOLL | 0.00 | 8,064.000 | 8,064.000 | 8,064.000 | 1.00 | 8,064.00 | |||
| 8018 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | -1,440.000 | -1,440.000 | 1.00 | -1,440.00 | |||
| 8019 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -23,811.840 | -23,811.840 | 1.00 | -23,811.84 | |||
| Project | DE07400920961 | Fed/State Project Number | ARRA 5147(020) | Category | 0002 PAVING-ALT 1 | |||||||
| 0760 | CRUSHED STONE BASE | 00003 | TON | 82,085.00 | 82,085.000 | 81,954.790 | 81,954.790 | 16.50 | 1,352,254.03 | |||
| 0770 | TRAFFIC BOUND BASE | 00020 | TON | 1,037.00 | 1,037.000 | 3,254.850 | 3,254.850 | 22.00 | 71,606.70 | |||
| 0780 | ASPHALT SEAL AGGREGATE | 00100 | TON | 510.00 | 510.000 | 449.220 | 449.220 | 41.00 | 18,418.02 | |||
| 0790 | LEVELING & WEDGING PG64-22 | 00190 | TON | 658.00 | 658.000 | 780.350 | 780.350 | 65.00 | 50,722.75 | |||
| 0800 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 51,809.00 | 51,809.000 | 50,061.780 | 50,061.780 | 44.00 | 2,202,718.32 | |||
| 0810 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 765.00 | 765.000 | 936.360 | 936.360 | 49.00 | 45,881.64 | |||
| 0820 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 753.00 | 753.000 | 976.270 | 976.270 | 54.00 | 52,718.58 | |||
| 0830 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 61.00 | 61.000 | 54.590 | 54.590 | 550.00 | 30,024.50 | |||
| 0840 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 10,044.00 | 10,044.000 | 10,317.800 | 10,317.800 | 55.00 | 567,479.00 | |||
| 0850 | CL2 ASPH SURF 0.38B PG76-22 | 00311 | TON | 1,142.00 | 1,142.000 | 1,340.610 | 1,340.610 | 71.25 | 95,518.46 | |||
| 0860 | PAVEMENT ADJUSTMENT ALT 1-ASPH | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 394,630.00 | 0.00 | |||
| Project | DE07400920961 | Fed/State Project Number | ARRA 5147(020) | Category | 0005 BRIDGE-CULVERT | |||||||
| 1120 | FOUNDATION PREPARATION 25844 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,600.00 | 9,600.00 | |||
| 1130 | CONCRETE-CLASS A | 08100 | CUYD | 137.10 | 137.100 | 137.100 | 137.100 | 271.50 | 37,222.65 | |||
| 1140 | STEEL REINFORCEMENT | 08150 | LB | 14,544.00 | 14,544.000 | 14,544.000 | 14,544.000 | 0.79 | 11,489.76 | |||
| Project | DE07400920961 | Fed/State Project Number | ARRA 5147(020) | Category | 0006 BRIDGE-CULVERT | |||||||
| 1150 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 3,233.00 | 3,233.000 | 3,275.110 | 3,275.110 | 20.00 | 65,502.20 | |||
| 1160 | FOUNDATION PREPARATION 25845 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 1170 | CONCRETE-CLASS A | 08100 | CUYD | 1,100.20 | 1,100.200 | 1,100.200 | 1,100.200 | 271.50 | 298,704.30 | |||
| 1180 | STEEL REINFORCEMENT | 08150 | LB | 190,097.00 | 190,097.000 | 190,097.000 | 190,097.000 | 0.79 | 150,176.63 | |||
| Project | DE07400920961 | Fed/State Project Number | ARRA 5147(020) | Category | 0007 BRIDGE-CULVERT | |||||||
| 1190 | FLOWABLE FILL | 02220 | CUYD | 90.50 | 90.500 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1200 | FOUNDATION PREPARATION 26547 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 1210 | CONCRETE-CLASS A | 08100 | CUYD | 105.90 | 105.900 | 105.900 | 105.900 | 271.50 | 28,751.85 | |||
| 1220 | STEEL REINFORCEMENT | 08150 | LB | 9,682.00 | 9,682.000 | 9,682.000 | 9,682.000 | 0.79 | 7,648.78 | |||
| Project | DE07400920961 | Fed/State Project Number | ARRA 5147(020) | Category | 0008 MOB AND DEMOB | |||||||
| 1230 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 335,000.00 | 335,000.00 | |||
| 1240 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.100 | 0.150 | 0.250 | 200,000.00 | 20,000.00 | 50,000.00 | |
| Project | DE07400920961 | Fed/State Project Number | ARRA 5147(020) | Category | 0009 BRIDGE-CULVERT | |||||||
| 1250 | CONCRETE-CLASS A (ADDED: 11-12-09) | 08100 | CUYD | 15.80 | 15.800 | 15.800 | 15.800 | 650.00 | 10,270.00 | |||
| 1260 | STEEL REINFORCEMENT (ADDED: 11-12-09) | 08150 | LB | 1,410.00 | 1,410.000 | 1,410.000 | 1,410.000 | 0.79 | 1,113.90 | |||
| 1270 | FOUNDATION PREPARATION 26580;(ADDED: 11-12-09) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1280 | REMOVE CONCRETE MASONRY (ADDED: 11-12-09) | 02403 | CUYD | 1.00 | 1.000 | 0.390 | 0.390 | 450.00 | 175.50 | |||
| SUBTOT | $20,000.00 |
$13,731,609.94 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0290-1-0I |
GDRAIL GALV AW .109 | LF |
16,975.00 | 0028 | $9.196000 | $156,102.10 | ||||||
0330-1-0I |
GUARDRAIL END TR 4A | EACH |
23.00 | 0028 | $1123.375000 | $25,837.62 | ||||||
0290-1-0A |
GDRAIL GALV AW .109 | LF |
4,051.00 | 0038 | $9.196000 | $-37,253.00 | ||||||
0330-1-0A |
GUARDRAIL END TR 4A | EACH |
6.00 | 0038 | $1123.375000 | $-6,740.25 | ||||||
0290-1-0A |
GDRAIL GALV AW .109 | LF |
37.50 | 0040 | $9.196000 | $-344.85 | ||||||
0290-1-0A |
GDRAIL GALV AW .109 | LF |
25.00 | 0045 | $9.196000 | $-229.90 | ||||||
0290-1-0A |
GDRAIL GALV AW .109 | LF |
4,048.75 | 0058 | $9.196000 | $-37,232.31 | ||||||
0330-1-0A |
GUARDRAIL END TR 4A | EACH |
3.00 | 0058 | $1123.375000 | $-3,370.12 | ||||||
0290-1-0A |
GDRAIL GALV AW .109 | LF |
8,531.25 | 0061 | $9.196000 | $-78,453.38 | ||||||
0330-1-0A |
GUARDRAIL END TR 4A | EACH |
12.00 | 0061 | $1123.375000 | $-13,480.50 | ||||||
0290-1-0A |
GDRAIL GALV AW .109 | LF |
28.75 | 0062 | $9.196000 | $-264.39 | ||||||
0290-10C |
GDRAIL GALV AW .109 | LF |
0.00 | 0063 | $9.196000 | $-2,324.27 | ||||||
0330-10C |
GUARDRAIL END TR 4A | EACH |
0.00 | 0063 | $1123.374783 | $-2,246.75 | ||||||
| SUBTOT | $0.00 |
|||||||||||