|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:05/14/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091005 | Estimate Number | 0058 | Estimate Type FINAL | |||
| District Office | SOMERSET (08340) Lucas, William H., P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 04/21/2012 TO 02/26/2013 | ||||||
| Date Approved | 05/14/2013 | ||||||
| Primary Proj Number | DE06901500905 | ||||||
| Project No. | ARRA 1501(099), ARRA 1501(099) | ||||||
| Primary County | LINCOLN | ||||||
| Name of Road | STANFORD-MOUNT VERNON ROAD (US 150) ARRA | ||||||
| Description | US 150 RECONSTRUCT STANFORD-MT VERNON ROAD FROM CRAB ORCHARD TO BRODHEAD | ||||||
| Date Let | 04/24/2009 | Formal Acceptance | 03/31/2012 | ||||
| Date Awarded | 05/05/2009 | Date Work Began | 06/08/2009 | ||||
| Date Contract Executed | 05/20/2009 | Open To Traffic | 07/01/2011 | ||||
| Date NTP Issued | 05/20/2009 | Actual Completion Date | 07/01/2011 | ||||
| Current Contract Amount | $22,215,170.24 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $20,895,869.08 |
Total Earnings | $20,355,956.70 |
$20,188,283.61 |
$167,673.09 |
|
| Percent Complete | 91.63 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,859,213.54 |
Gross Earnings | $20,355,956.70 |
$20,188,283.61 |
$167,673.09 |
|
| Total Change Orders | $1,319,301.16 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $20,355,956.70 |
$20,188,283.61 |
$167,673.09 |
|||
| Contract Id | 091005 | Change Order Summary |
County | LINCOLN | ||||||
| Estimate Nbr | 0058 | Project Number | ARRA 1501(099), ARRA 1501(099) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 04/21/2012 TO 02/26/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Plastic Lining for Diversions, Pier Protection, & Undercut | Approved | 10/29/2009 | $166,193.68 | 0.0 | |||||
| 002 | Waterline relocation, Fuel & Asphalt Adjustments | Approved | 12/29/2009 | $144,970.00 | 0.0 | |||||
| 003 | Waterline relocation and Fuel Adjustment | Approved | 04/09/2010 | $185,131.63 | 0.0 | |||||
| 004 | Replacing CSB with DGA item and additional fabric | Approved | 06/29/2010 | $365,136.60 | 0.0 | |||||
| 005 | Waterline relocation and fuel and asphalt adjustments | Approved | 03/03/2011 | $457,873.25 | 0.0 | |||||
| 006 | Non Spec Material Override | Approved | 11/22/2011 | $0.00 | 0.0 | |||||
| 007 | Mechanical Joint Fittings | Approved | 02/27/2012 | $-4.00 | 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 |
||
| Contract Id | 091005 | COMMONWEALTH OF KENTUCKY |
County | LINCOLN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE06901500905 | |||||||
| Estimate Nbr | 0058 | Period | 04/21/2012 TO 02/26/2013 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | 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 | 4,509.00 | 4,509.000 | 4,724.360 | 4,724.360 | 17.90 | 84,566.04 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 18.00 | 18.000 | 16.000 | 16.000 | 105.00 | 1,680.00 | |||
| 0030 | ENTRANCE PIPE-15 IN | 00440 | LF | 1,440.00 | 1,440.000 | 1,434.000 | 1,434.000 | 18.65 | 26,744.10 | |||
| 0040 | ENTRANCE PIPE-18 IN | 00441 | LF | 350.00 | 350.000 | 428.000 | 428.000 | 20.95 | 8,966.60 | |||
| 0050 | ENTRANCE PIPE-24 IN | 00443 | LF | 87.00 | 87.000 | 87.000 | 87.000 | 30.00 | 2,610.00 | |||
| 0060 | ENTRANCE PIPE-30 IN | 00445 | LF | 43.00 | 43.000 | 43.000 | 43.000 | 35.75 | 1,537.25 | |||
| 0070 | CULVERT PIPE-18 IN | 00462 | LF | 465.00 | 465.000 | 387.000 | 387.000 | 36.00 | 13,932.00 | |||
| 0080 | CULVERT PIPE-24 IN | 00464 | LF | 576.00 | 576.000 | 576.000 | 576.000 | 42.00 | 24,192.00 | |||
| 0090 | CULVERT PIPE-30 IN | 00466 | LF | 263.00 | 263.000 | 263.000 | 263.000 | 49.50 | 13,018.50 | |||
| 0100 | CULVERT PIPE-36 IN | 00468 | LF | 878.00 | 878.000 | 878.000 | 878.000 | 68.25 | 59,923.50 | |||
| 0110 | CULVERT PIPE-42 IN | 00469 | LF | 976.00 | 976.000 | 976.000 | 976.000 | 75.00 | 73,200.00 | |||
| 0120 | CULVERT PIPE-54 IN | 00471 | LF | 411.00 | 411.000 | 411.000 | 411.000 | 105.00 | 43,155.00 | |||
| 0130 | CULVERT PIPE-60 IN | 00472 | LF | 73.00 | 73.000 | 73.000 | 73.000 | 165.00 | 12,045.00 | |||
| 0140 | PERFORATED PIPE-4 IN | 01000 | LF | 1,835.00 | 1,835.000 | 2,532.000 | 2,532.000 | 9.25 | 23,421.00 | |||
| 0150 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 144.00 | 144.000 | 128.000 | 128.000 | 13.75 | 1,760.00 | |||
| 0160 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0170 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 490.00 | 6,860.00 | |||
| 0180 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 490.00 | 980.00 | |||
| 0190 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 1,675.00 | 13,400.00 | |||
| 0200 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,475.00 | 7,425.00 | |||
| 0210 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,500.00 | 22,000.00 | |||
| 0220 | SPRING BOX INLET TYPE A | 01660 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,900.00 | 2,900.00 | |||
| 0230 | ISLAND CURB AND GUTTER | 01825 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 33.25 | 6,650.00 | |||
| 0240 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 175.00 | 1,750.00 | |||
| 0250 | REMOVE PAVEMENT | 02091 | SQYD | 3,434.00 | 3,434.000 | 3,659.000 | 3,659.000 | 2.20 | 8,049.80 | |||
| 0260 | TEMP DITCH | 02159 | LF | 12,349.00 | 12,349.000 | 850.000 | 850.000 | 0.50 | 425.00 | |||
| 0270 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 50,076.00 | 50,076.000 | 48,745.000 | 48,745.000 | 4.73 | 230,563.85 | |||
| 0280 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 20.00 | 20.000 | 17.000 | 17.000 | 48.00 | 816.00 | |||
| 0290 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,195.00 | 17,560.00 | |||
| 0300 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 1,009.00 | 6,054.00 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,203.00 | 17,624.00 | |||
| 0320 | TEMP GUARDRAIL | 02397 | LF | 437.50 | 437.500 | 537.500 | 537.500 | 9.05 | 4,864.37 | |||
| 0330 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 96.00 | 96.000 | 93.000 | 93.000 | 85.00 | 7,905.00 | |||
| 0340 | R/W MARKER RURAL TYPE 2 | 02435 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 85.00 | 595.00 | |||
| 0350 | PLUG WATER WELL | 02475 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0360 | CHANNEL LINING CLASS II | 02483 | TON | 456.00 | 456.000 | 497.660 | 497.660 | 20.65 | 10,276.67 | |||
| 0370 | CHANNEL LINING CLASS III | 02484 | TON | 18,430.00 | 18,430.000 | 12,709.700 | 12,709.700 | 19.25 | 244,661.72 | |||
| 0380 | CLEARING AND GRUBBING 213 ACRES LINCOLN | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0390 | SIGNS | 02562 | SQFT | 2,158.00 | 2,158.000 | 623.750 | 623.750 | 5.50 | 3,430.62 | |||
| 0400 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 20,902.00 | 20,902.000 | 14,245.040 | 14,245.040 | 1.30 | 18,518.55 | |||
| 0410 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 1,428.00 | 1,428.000 | 2,125.620 | 2,125.620 | 0.50 | 1,062.81 | |||
| 0420 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 23,675.00 | 49,675.000 | 59,819.600 | 59,819.600 | 0.90 | 53,837.64 | |||
| 0430 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 5,692.00 | 5,692.000 | 7,410.890 | 7,410.890 | 2.00 | 14,821.78 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC LINCOLN | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0450 | DIVERSIONS (BY-PASS DETOURS) COPPER CREEK LINCOLN | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0460 | DIVERSIONS (BY-PASS DETOURS) KY 39 LINCOLN | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 51,600.00 | 51,600.00 | |||
| 0470 | DIVERSIONS (BY-PASS DETOURS) RT STA 388 PLUS 50 LINCOLN | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0480 | DIVERSIONS (BY-PASS DETOURS) STA 32 PLUS 25 LINCOLN | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,500.00 | 16,500.00 | |||
| 0490 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0500 | SAFELOADING | 02690 | CUYD | 15.50 | 15.500 | 13.200 | 13.200 | 175.00 | 2,310.00 | |||
| 0510 | TEMP SILT FENCE | 02701 | LF | 12,349.00 | 12,349.000 | 21,307.000 | 21,307.000 | 1.80 | 38,352.60 | |||
| 0520 | SILT TRAP TYPE A | 02703 | EACH | 213.00 | 198.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0530 | SILT TRAP TYPE B | 02704 | EACH | 213.00 | 213.000 | 65.000 | 65.000 | 80.00 | 5,200.00 | |||
| 0540 | SILT TRAP TYPE C | 02705 | EACH | 213.00 | 213.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0550 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 639.00 | 639.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0560 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 639.00 | 639.000 | 14.000 | 14.000 | 25.00 | 350.00 | |||
| 0570 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 639.00 | 639.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0580 | CLEAN TEMP SILT FENCE | 02709 | LF | 12,349.00 | 12,349.000 | 450.000 | 450.000 | 0.30 | 135.00 | |||
| 0590 | SEDIMENTATION BASIN | 02711 | CUYD | 250.00 | 250.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0600 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 250.00 | 250.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0610 | STAKING LINCOLN | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 76,650.00 | 76,650.00 | |||
| 0630 | EROSION CONTROL BLANKET | 05950 | SQYD | 44,891.00 | 44,891.000 | 45,360.688 | 45,360.688 | 1.24 | 56,247.25 | |||
| 0640 | TEMP MULCH | 05952 | SQYD | 1,032,521.00 | 1,032,521.000 | 140,636.000 | 140,636.000 | 0.05 | 7,031.80 | |||
| 0650 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,032,521.00 | 1,032,521.000 | 174,854.020 | 174,854.020 | 0.09 | 15,736.86 | |||
| 0660 | TOPDRESSING FERTILIZER | 05966 | TON | 54.00 | 54.000 | 37.421 | 37.421 | 612.03 | 22,902.77 | |||
| 0670 | SEEDING AND PROTECTION | 05985 | SQYD | 1,127,868.00 | 1,127,868.000 | 743,927.996 | 743,927.996 | 0.23 | 171,103.43 | |||
| 0680 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 99,217.00 | 99,217.000 | 40,730.000 | 40,730.000 | 0.12 | 4,887.60 | |||
| 0690 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 147,703.00 | 147,703.000 | 180,703.000 | 180,703.000 | 0.12 | 21,684.36 | |||
| 0700 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,150.00 | 1,150.000 | 2,016.000 | 2,016.000 | 1.25 | 2,520.00 | |||
| 0710 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 110.00 | 110.000 | 76.000 | 76.000 | 5.00 | 380.00 | |||
| 0720 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 616.00 | 616.000 | 790.000 | 790.000 | 17.50 | 13,825.00 | |||
| 0730 | CONCRETE-CLASS A | 08100 | CUYD | 96.49 | 96.490 | 96.490 | 96.490 | 740.00 | 71,402.60 | |||
| 0740 | STEEL REINFORCEMENT | 08150 | LB | 6,882.00 | 6,882.000 | 6,882.000 | 6,882.000 | 1.00 | 6,882.00 | |||
| 0790 | GRANULAR PILE CORE | 20209EP69 | CUYD | 2,345.00 | 2,345.000 | 1,103.640 | 1,103.640 | 25.00 | 27,591.00 | |||
| 0830 | EMBANKMENT | 21553EN | CUYD | 1,000,391.00 | 1,000,391.000 | 1,000,391.000 | 1,000,391.000 | 1.44 | 1,440,563.04 | |||
| 0840 | EXCAVATION | 21554EN | CUYD | 1,025,091.00 | 1,025,091.000 | 1,025,091.000 | 1,025,091.000 | 2.00 | 2,050,182.00 | |||
| 0850 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 3,312.50 | 3,312.500 | 3,780.000 | 3,780.000 | 16.06 | 60,706.80 | |||
| 0860 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,821.00 | 1,821.000 | 1,524.600 | 1,524.600 | 5.68 | 8,659.72 | |||
| 1720 | REMOVE STRUCTURE STA. 46+45 TO 48+10 (ADDED: 4-20-09) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,500.00 | 57,500.00 | |||
| 8001 | EROSION CONTROL BLANKET (SPECIAL) | 20327ES212 | SQYD | 0.00 | 16,000.000 | 4,287.330 | 4,287.330 | 1.30 | 5,573.52 | |||
| 8007 | PIPE UNDERCUT 0 - 2 FT DEPTH LINCOLN | 02219 | CUYD | 0.00 | 150.000 | 56.330 | 56.330 | 20.00 | 1,126.60 | |||
| 8008 | PIPE UNDERCUT OVER 2 FT DEPTH LINCOLN | 02219 | CUYD | 0.00 | 1,500.000 | 42.250 | 42.250 | 7.25 | 306.31 | |||
| 8009 | PVC PIPE-4 IN CL 200 WATERLINE | 03383 | LF | 0.00 | 300.000 | 260.000 | 260.000 | 35.50 | 9,230.00 | |||
| 8010 | TIE-IN 6 IN 6 IN x 4 IN TIE IN W/4 IN GATE VALVE | 03466 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 8011 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 219,605.000 | -10,281.400 | 207,704.780 | 197,423.380 | 1.00 | -10,281.40 | 197,423.38 | |
| 8012 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 370,740.000 | 27,813.290 | 445,523.820 | 473,337.110 | 1.00 | 27,813.29 | 473,337.11 | |
| 8015 | UNDERCUT/STABILIZATION EXCAVATION | 22655EN | CUYD | 0.00 | 1,500.000 | 7,228.920 | 7,228.920 | 6.88 | 49,734.96 | |||
| 8016 | EW~ Waterline relocation @ King Cemetery Road | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,136.63 | 4,136.63 | |||
| 8017 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 2,725.000 | 2,725.000 | 2,725.000 | 2.20 | 5,995.00 | |||
| 8019 | PVC PIPE-4 IN CL 200 Waterline | 03383 | LF | 0.00 | 393.000 | 393.000 | 393.000 | 21.50 | 8,449.50 | |||
| 8020 | AIR RELEASE VALVE-3/4 IN | 23457EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,125.00 | 1,125.00 | |||
| 8021 | PVC PIPE-3/4 IN CL 200 Service Line | 03379 | LF | 0.00 | 85.000 | 85.000 | 85.000 | 5.75 | 488.75 | |||
| 8022 | WATER METER WITH BOX | 23308EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 465.00 | 465.00 | |||
| 8023 | VALVE-4 IN Corp. stop w/saddle | 03494 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 275.00 | 1,100.00 | |||
| 8024 | STEEL ENCASEMENT PIPE-8 IN Open cut | 01065 | LF | 0.00 | 25.000 | 25.000 | 25.000 | 70.00 | 1,750.00 | |||
| 8025 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8026 | MECH JOINT SLEEVE | 22967NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 748.00 | 1,496.00 | |||
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0002 PAVING-ALT 1 | |||||||
| 0870 | CRUSHED STONE BASE | 00003 | TON | 73,890.00 | 4,054.690 | 2,335.770 | 2,335.770 | 14.20 | 33,167.93 | |||
| 0880 | TRAFFIC BOUND BASE | 00020 | TON | 2,048.00 | 2,048.000 | 2,070.310 | 2,070.310 | 13.80 | 28,570.27 | |||
| 0890 | ASPHALT SEAL AGGREGATE | 00100 | TON | 439.00 | 439.000 | 439.000 | 439.000 | 28.50 | 12,511.50 | |||
| 0900 | LEVELING & WEDGING PG64-22 | 00190 | TON | 164.00 | 164.000 | 181.750 | 181.750 | 58.15 | 10,568.76 | |||
| 0910 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 71,751.00 | 71,751.000 | 66,053.090 | 66,053.090 | 47.99 | 3,169,887.78 | |||
| 0920 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 53.00 | 53.000 | 53.000 | 53.000 | 540.00 | 28,620.00 | |||
| 0930 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 6,526.00 | 6,526.000 | 7,429.290 | 7,429.290 | 58.15 | 432,013.21 | |||
| 0940 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 5,357.00 | 5,357.000 | 5,610.390 | 5,610.390 | 61.30 | 343,916.90 | |||
| 0950 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 71.00 | 71.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 1690 | PAVEMENT ADJUSTMENT (ASPHALT-LINCOLN CO.) (ADDED: 4-17-09) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 494,654.00 | 0.00 | |||
| 8018 | DGA BASE | 00001 | TON | 0.00 | 73,890.000 | 75,706.940 | 75,706.940 | 14.20 | 1,075,038.54 | |||
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0005 DEMOB AND MOB | |||||||
| 1150 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 505,044.20 | 505,044.20 | |||
| 1160 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 197,389.24 | 98,694.62 | 197,389.24 | |
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0006 BRIDGE | |||||||
| 1170 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 153.00 | 153.000 | 153.000 | 153.000 | 26.00 | 3,978.00 | |||
| 1180 | MASONRY COATING | 02998 | SQYD | 453.00 | 453.000 | 491.700 | 491.700 | 9.00 | 4,425.30 | |||
| 1190 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 116.00 | 116.000 | 116.000 | 116.000 | 46.00 | 5,336.00 | |||
| 1200 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 175.00 | 175.000 | 118.100 | 118.100 | 15.00 | 1,771.50 | |||
| 1210 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 48.00 | 48.000 | 215.700 | 215.700 | 60.00 | 12,942.00 | |||
| 1220 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,461.00 | 1,861.000 | 1,235.240 | 1,235.240 | 19.20 | 23,716.60 | |||
| 1230 | TEST PILES | 08033 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 49.00 | 4,410.00 | |||
| 1240 | PILES-STEEL HP14X73 | 08050 | LF | 270.00 | 270.000 | 259.360 | 259.360 | 49.00 | 12,708.64 | |||
| 1250 | PILE POINTS-14 IN | 08095 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 120.00 | 1,920.00 | |||
| 1260 | CONCRETE-CLASS A | 08100 | CUYD | 433.60 | 433.600 | 433.600 | 433.600 | 300.00 | 130,080.00 | |||
| 1270 | CONCRETE-CLASS AA | 08104 | CUYD | 327.90 | 327.900 | 327.900 | 327.900 | 444.00 | 145,587.60 | |||
| 1280 | STEEL REINFORCEMENT | 08150 | LB | 58,531.00 | 58,531.000 | 58,531.000 | 58,531.000 | 0.74 | 43,312.94 | |||
| 1290 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 83,674.00 | 83,674.000 | 83,674.000 | 83,674.000 | 0.84 | 70,286.16 | |||
| 1300 | APPROACH SLAB | 08500 | SQYD | 278.00 | 278.000 | 278.000 | 278.000 | 167.00 | 46,426.00 | |||
| 1310 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 896.00 | 896.000 | 896.000 | 896.000 | 206.00 | 184,576.00 | |||
| 1320 | RAIL SYSTEM TYPE III | 21532ED | LF | 307.00 | 307.000 | 307.000 | 307.000 | 108.00 | 33,156.00 | |||
| 8003 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 238.000 | 238.000 | 238.000 | 165.36 | 39,355.68 | |||
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0007 BRIDGE | |||||||
| 1330 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 152.20 | 152.200 | 152.200 | 152.200 | 26.00 | 3,957.20 | |||
| 1340 | MASONRY COATING | 02998 | SQYD | 565.50 | 565.500 | 450.000 | 450.000 | 9.00 | 4,050.00 | |||
| 1350 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 98.00 | 98.000 | 98.000 | 98.000 | 46.00 | 4,508.00 | |||
| 1360 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 126.10 | 126.100 | 138.900 | 138.900 | 15.00 | 2,083.50 | |||
| 1370 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 47.20 | 47.200 | 48.500 | 48.500 | 60.00 | 2,910.00 | |||
| 1380 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 700.00 | 900.000 | 983.380 | 983.380 | 19.20 | 18,880.89 | |||
| 1390 | TEST PILES | 08033 | LF | 30.00 | 30.000 | 33.540 | 33.540 | 49.00 | 1,643.46 | |||
| 1400 | PRE-DRILLING FOR PILES | 08039 | LF | 144.00 | 144.000 | 118.500 | 118.500 | 187.00 | 22,159.50 | |||
| 1410 | PILES-STEEL HP14X73 | 08050 | LF | 120.00 | 120.000 | 138.000 | 138.000 | 49.00 | 6,762.00 | |||
| 1420 | PILE POINTS-14 IN | 08095 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 120.00 | 1,440.00 | |||
| 1430 | CONCRETE-CLASS A | 08100 | CUYD | 243.40 | 243.400 | 243.200 | 243.200 | 300.00 | 72,960.00 | |||
| 1440 | CONCRETE-CLASS AA | 08104 | CUYD | 285.90 | 285.900 | 285.900 | 285.900 | 444.00 | 126,939.60 | |||
| 1450 | STEEL REINFORCEMENT | 08150 | LB | 26,111.40 | 26,111.400 | 26,111.400 | 26,111.400 | 0.74 | 19,322.43 | |||
| 1460 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 74,525.80 | 74,525.800 | 74,525.800 | 74,525.800 | 0.84 | 62,601.67 | |||
| 1470 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 899.00 | 899.000 | 899.000 | 899.000 | 206.00 | 185,194.00 | |||
| 1480 | RAIL SYSTEM TYPE III | 21532ED | LF | 306.00 | 306.000 | 306.000 | 306.000 | 108.00 | 33,048.00 | |||
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0008 BRIDGE | |||||||
| 1490 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 46.00 | 46.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1500 | FOUNDATION PREPARATION 25538 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
| 1510 | CONCRETE-CLASS A | 08100 | CUYD | 542.30 | 542.300 | 542.300 | 542.300 | 300.00 | 162,690.00 | |||
| 1520 | STEEL REINFORCEMENT | 08150 | LB | 85,813.00 | 85,813.000 | 85,813.000 | 85,813.000 | 0.74 | 63,501.62 | |||
| 1530 | LOW FLOW DIVERSION CURB 25538 | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0009 BRIDGE | |||||||
| 1540 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 47.00 | 47.000 | 75.000 | 75.000 | 60.00 | 4,500.00 | |||
| 1550 | FOUNDATION PREPARATION 25539 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1560 | CONCRETE-CLASS A | 08100 | CUYD | 222.50 | 222.500 | 222.500 | 222.500 | 300.00 | 66,750.00 | |||
| 1570 | STEEL REINFORCEMENT | 08150 | LB | 35,916.00 | 35,916.000 | 35,916.000 | 35,916.000 | 0.74 | 26,577.84 | |||
| 1580 | LOW FLOW DIVERSION CURB 25539 | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0010 BRIDGE | |||||||
| 1590 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 34.00 | 34.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1600 | FOUNDATION PREPARATION 25540 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 1610 | CONCRETE-CLASS A | 08100 | CUYD | 296.60 | 296.600 | 296.600 | 296.600 | 300.00 | 88,980.00 | |||
| 1620 | STEEL REINFORCEMENT | 08150 | LB | 43,929.00 | 43,929.000 | 43,929.000 | 43,929.000 | 0.74 | 32,507.46 | |||
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0011 BRIDGE | |||||||
| 1630 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 44.00 | 44.000 | 258.000 | 258.000 | 60.00 | 15,480.00 | |||
| 1640 | FOUNDATION PREPARATION 25541 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,600.00 | 4,600.00 | |||
| 1650 | CONCRETE-CLASS A | 08100 | CUYD | 579.30 | 579.300 | 579.300 | 579.300 | 300.00 | 173,790.00 | |||
| 1660 | STEEL REINFORCEMENT | 08150 | LB | 91,709.00 | 91,709.000 | 91,709.000 | 91,709.000 | 0.74 | 67,864.66 | |||
| Project | DE06901500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0012 TRAINEES | |||||||
| 1670 | TRAINEE PAYMENT REIMBURSEMENT 2 CLASS A OR B OPERATORS | 02742 | HOUR | 3,200.00 | 3,200.000 | 2,385.000 | 2,385.000 | 1.00 | 2,385.00 | |||
| 1680 | TRAINEE PAYMENT REIMBURSEMENT 1TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,000.00 | 1,000.000 | 1,184.500 | 1,184.500 | 1.00 | 1,184.50 | |||
| SUBTOT | $116,226.51 |
$14,200,312.61 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0270-1-0I |
Right of Way Fence | LF |
33,121.00 | 0001 | $4.730000 | $148,829.21 | ||||||
1470-1-0I |
Concrete I-Beams | LF |
899.00 | 0005 | $133.960000 | $114,410.93 | ||||||
1310-1-0I |
Concrete I Beams | LF |
896.00 | 0009 | $133.909790 | $113,984.02 | ||||||
0270-1-0A |
Right of Way Fence | LF |
4,687.41 | 0002 | $4.730000 | $-21,062.89 | ||||||
0270-1-0A |
Right of Way Fence | LF |
562.19 | 0004 | $4.730000 | $-2,526.24 | ||||||
0270-1-0A |
Right of Way Fence | LF |
2,215.72 | 0008 | $4.730000 | $-9,956.35 | ||||||
1470-1-0A |
Concrete I-Beams | LF |
899.00 | 0008 | $133.960000 | $-114,410.93 | ||||||
0270-1-0A |
Right of Way Fence | LF |
3,645.03 | 0010 | $4.730000 | $-16,378.94 | ||||||
0270-1-0A |
Right of Way Fence | LF |
492.75 | 0012 | $4.730000 | $-2,214.17 | ||||||
0270-1-0A |
Right of Way Fence | LF |
1,353.90 | 0013 | $4.730000 | $-6,083.78 | ||||||
1310-1-0A |
Concrete I Beams | LF |
896.00 | 0013 | $133.909790 | $-113,984.02 | ||||||
0270-1-0A |
Right of Way Fence | LF |
330.70 | 0014 | $4.730000 | $-1,486.02 | ||||||
0270-1-0A |
Right of Way Fence | LF |
1,044.36 | 0028 | $4.730000 | $-4,692.86 | ||||||
0270-1-0A |
Right of Way Fence | LF |
3,282.57 | 0029 | $4.730000 | $-14,750.26 | ||||||
0270-1-0A |
Right of Way Fence | LF |
543.67 | 0031 | $4.730000 | $-2,443.02 | ||||||
0270-1-0A |
Right of Way Fence | LF |
2,340.06 | 0032 | $4.730000 | $-10,515.10 | ||||||
0270-1-0A |
Right of Way Fence | LF |
6,881.30 | 0033 | $4.730000 | $-30,921.16 | ||||||
0270-1-0A |
Right of Way Fence | LF |
955.07 | 0034 | $4.730000 | $-4,291.63 | ||||||
0270-1-0A |
Right of Way Fence | LF |
264.56 | 0049 | $4.730000 | $-1,188.82 | ||||||
0270-1-0A |
Right of Way Fence | LF |
2,348.00 | 0050 | $4.730000 | $-10,550.76 | ||||||
0270-1-0A |
Right of Way Fence | LF |
207.68 | 0051 | $4.730000 | $-933.22 | ||||||
0270-1-0A |
Right of Way Fence | LF |
109.79 | 0052 | $4.730000 | $-493.36 | ||||||
0270-10C |
Right of Way Fence | LF |
0.00 | 0054 | $4.493500 | $-8,340.63 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE10201500905 | Fed/State Project Number | ARRA 1501(099) | 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 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 12.00 | 12.000 | 11.000 | 11.000 | 105.00 | 1,155.00 | |||
| 0020 | ENTRANCE PIPE-15 IN | 00440 | LF | 826.00 | 826.000 | 558.000 | 558.000 | 18.65 | 10,406.70 | |||
| 0030 | ENTRANCE PIPE-18 IN | 00441 | LF | 96.00 | 96.000 | 167.000 | 167.000 | 20.95 | 3,498.65 | |||
| 0040 | ENTRANCE PIPE-24 IN | 00443 | LF | 68.00 | 68.000 | 206.000 | 206.000 | 30.00 | 6,180.00 | |||
| 0050 | CULVERT PIPE-18 IN | 00462 | LF | 324.00 | 324.000 | 235.000 | 235.000 | 36.00 | 8,460.00 | |||
| 0060 | CULVERT PIPE-24 IN | 00464 | LF | 424.00 | 424.000 | 424.000 | 424.000 | 42.00 | 17,808.00 | |||
| 0070 | CULVERT PIPE-30 IN | 00466 | LF | 443.00 | 443.000 | 443.000 | 443.000 | 49.50 | 21,928.50 | |||
| 0080 | CULVERT PIPE-54 IN | 00471 | LF | 450.00 | 450.000 | 440.000 | 440.000 | 105.00 | 46,200.00 | |||
| 0090 | PERFORATED PIPE-4 IN | 01000 | LF | 1,572.00 | 1,572.000 | 1,580.000 | 1,580.000 | 9.25 | 14,615.00 | |||
| 0100 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 96.00 | 96.000 | 130.000 | 130.000 | 13.75 | 1,787.50 | |||
| 0110 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 490.00 | 4,410.00 | |||
| 0130 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 490.00 | 980.00 | |||
| 0140 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,675.00 | 6,700.00 | |||
| 0150 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,225.00 | 3,225.00 | |||
| 0160 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 175.00 | 875.00 | |||
| 0170 | REMOVE PAVEMENT | 02091 | SQYD | 325.00 | 325.000 | 325.000 | 325.000 | 2.20 | 715.00 | |||
| 0180 | TEMP DITCH | 02159 | LF | 5,547.00 | 5,547.000 | 373.000 | 373.000 | 0.50 | 186.50 | |||
| 0190 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 23,257.00 | 23,257.000 | 22,623.000 | 22,623.000 | 4.73 | 107,006.79 | |||
| 0200 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 48.00 | 96.00 | |||
| 0210 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,009.00 | 6,054.00 | |||
| 0220 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 32.00 | 32.000 | 36.000 | 36.000 | 85.00 | 3,060.00 | |||
| 0230 | R/W MARKER RURAL TYPE 2 | 02435 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 85.00 | 850.00 | |||
| 0240 | CHANNEL LINING CLASS III | 02484 | TON | 5,357.00 | 5,357.000 | 6,279.010 | 6,279.010 | 19.25 | 120,870.94 | |||
| 0250 | CLEARING AND GRUBBING 99 ACRES ROCKCASTLE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,000.00 | 37,000.00 | |||
| 0260 | SIGNS | 02562 | SQFT | 1,042.00 | 1,042.000 | 280.000 | 280.000 | 5.50 | 1,540.00 | |||
| 0270 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 5,086.00 | 5,086.000 | 7,270.120 | 7,270.120 | 1.30 | 9,451.15 | |||
| 0280 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 1,222.00 | 1,222.000 | 1,644.890 | 1,644.890 | 0.50 | 822.44 | |||
| 0290 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 14,000.00 | 14,000.000 | 18,797.880 | 18,797.880 | 0.90 | 16,918.09 | |||
| 0300 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 2,370.00 | 2,370.000 | 3,377.550 | 3,377.550 | 2.00 | 6,755.10 | |||
| 0310 | MAINTAIN & CONTROL TRAFFIC ROCKCASTLE | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0320 | DIVERSIONS (BY-PASS DETOURS) GUM SULPHER ROCKCASTLE | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0330 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0340 | TEMP SILT FENCE | 02701 | LF | 5,547.00 | 5,547.000 | 10,506.000 | 10,506.000 | 1.80 | 18,910.80 | |||
| 0350 | SILT TRAP TYPE A | 02703 | EACH | 100.00 | 100.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0360 | SILT TRAP TYPE B | 02704 | EACH | 100.00 | 100.000 | 30.000 | 30.000 | 80.00 | 2,400.00 | |||
| 0370 | SILT TRAP TYPE C | 02705 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0380 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 300.00 | 300.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0390 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 300.00 | 300.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
| 0400 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 300.00 | 300.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0410 | CLEAN TEMP SILT FENCE | 02709 | LF | 5,547.00 | 5,547.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0420 | SEDIMENTATION BASIN | 02711 | CUYD | 250.00 | 250.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0430 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 250.00 | 250.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0440 | STAKING ROCKCASTLE | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,850.00 | 32,850.00 | |||
| 0450 | EROSION CONTROL BLANKET | 05950 | SQYD | 12,466.00 | 12,466.000 | 10,770.891 | 10,770.891 | 1.24 | 13,355.90 | |||
| 0460 | TEMP MULCH | 05952 | SQYD | 479,839.00 | 479,839.000 | 30,858.900 | 30,858.900 | 0.05 | 1,542.94 | |||
| 0470 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 479,839.00 | 479,839.000 | 76,554.668 | 76,554.668 | 0.09 | 6,889.92 | |||
| 0480 | TOPDRESSING FERTILIZER | 05966 | TON | 25.00 | 25.000 | 6.579 | 6.579 | 612.03 | 4,026.54 | |||
| 0490 | SEEDING AND PROTECTION | 05985 | SQYD | 509,992.00 | 509,992.000 | 321,680.412 | 321,680.412 | 0.23 | 73,986.49 | |||
| 0500 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 44,395.00 | 44,395.000 | 12,782.000 | 12,782.000 | 0.12 | 1,533.84 | |||
| 0510 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 64,618.00 | 64,618.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0520 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0530 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 279.00 | 279.000 | 284.000 | 284.000 | 17.50 | 4,970.00 | |||
| 0540 | CONCRETE-CLASS A | 08100 | CUYD | 43.41 | 43.410 | 42.480 | 42.480 | 740.00 | 31,435.20 | |||
| 0550 | STEEL REINFORCEMENT | 08150 | LB | 2,960.00 | 2,960.000 | 2,952.000 | 2,952.000 | 1.00 | 2,952.00 | |||
| 0580 | EMBANKMENT | 21553EN | CUYD | 479,792.00 | 479,792.000 | 479,792.000 | 479,792.000 | 1.44 | 690,900.48 | |||
| 0590 | EXCAVATION | 21554EN | CUYD | 616,667.00 | 616,667.000 | 549,915.340 | 549,915.340 | 2.00 | 1,099,830.68 | |||
| 0600 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,050.00 | 1,050.000 | 851.250 | 851.250 | 16.06 | 13,671.07 | |||
| 0610 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 821.00 | 821.000 | 639.400 | 639.400 | 5.68 | 3,631.79 | |||
| 8002 | EROSION CONTROL BLANKET (SPECIAL) | 20327ES212 | SQYD | 0.00 | 6,000.000 | 4,135.110 | 4,135.110 | 1.30 | 5,375.64 | |||
| 8004 | UNDERCUT/STABILIZATION EXCAVATION | 22655EN | CUYD | 0.00 | 8,100.000 | 8,086.400 | 8,086.400 | 6.88 | 55,634.43 | |||
| 8005 | PIPE UNDERCUT 0 - 2 FT DEPTH ROCKCASTLE | 02219 | CUYD | 0.00 | 1,000.000 | 154.320 | 154.320 | 20.00 | 3,086.40 | |||
| 8006 | PIPE UNDERCUT OVER 2 FT DEPTH ROCKCASTLE | 02219 | CUYD | 0.00 | 1,500.000 | 231.490 | 231.490 | 7.25 | 1,678.30 | |||
| 8013 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 49,725.000 | 1,410.210 | 137,841.080 | 139,251.290 | 1.00 | 1,410.21 | 139,251.29 | |
| 8014 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 199,425.000 | 3,730.990 | 200,905.870 | 204,636.860 | 1.00 | 3,730.99 | 204,636.86 | |
| 8025 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -539.100 | -539.100 | 1.00 | -539.10 | |||
| Project | DE10201500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0002 PAVING-ALT 1 | |||||||
| 0620 | CRUSHED STONE BASE | 00003 | TON | 35,101.00 | 12,000.000 | 9,467.500 | 9,467.500 | 14.20 | 134,438.50 | |||
| 0630 | TRAFFIC BOUND BASE | 00020 | TON | 910.00 | 910.000 | 488.960 | 488.960 | 13.80 | 6,747.64 | |||
| 0640 | ASPHALT SEAL AGGREGATE | 00100 | TON | 210.00 | 210.000 | 210.000 | 210.000 | 28.50 | 5,985.00 | |||
| 0650 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 28,115.00 | 28,115.000 | 24,596.800 | 24,596.800 | 47.99 | 1,180,400.43 | |||
| 0660 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 26.00 | 26.000 | 26.000 | 26.000 | 540.00 | 14,040.00 | |||
| 0670 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,875.00 | 2,875.000 | 3,247.980 | 3,247.980 | 58.15 | 188,870.03 | |||
| 0680 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 2,137.00 | 2,137.000 | 2,251.120 | 2,251.120 | 61.30 | 137,993.65 | |||
| 0690 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 635.00 | 635.000 | 71.110 | 71.110 | 38.00 | 2,702.18 | |||
| 1070 | PAVEMENT ADJUSTMENT (ASPH.-ROCKCASTLE CO.) (ADDED: 4-17-09) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 221,257.00 | 0.00 | |||
| 8019 | DGA BASE | 00001 | TON | 0.00 | 35,101.000 | 25,603.900 | 25,603.900 | 14.20 | 363,575.38 | |||
| Project | DE10201500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0005 MOB AND DEMOB | |||||||
| 1050 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 92,610.75 | 46,305.37 | 92,610.75 | |
| 1060 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 236,955.79 | 236,955.79 | |||
| Project | DE10201500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0006 BRIDGE | |||||||
| 0890 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0900 | FOUNDATION PREPARATION 25542 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,400.00 | 6,400.00 | |||
| 0910 | CONCRETE-CLASS A | 08100 | CUYD | 499.50 | 499.500 | 499.500 | 499.500 | 300.00 | 149,850.00 | |||
| 0920 | STEEL REINFORCEMENT | 08150 | LB | 77,739.00 | 77,739.000 | 77,739.000 | 77,739.000 | 0.74 | 57,526.86 | |||
| Project | DE10201500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0007 BRIDGE | |||||||
| 0930 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 26.00 | 26.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0940 | FOUNDATION PREPARATION 25543 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,300.00 | 7,300.00 | |||
| 0950 | CONCRETE-CLASS A | 08100 | CUYD | 735.80 | 735.800 | 735.800 | 735.800 | 300.00 | 220,740.00 | |||
| 0960 | STEEL REINFORCEMENT | 08150 | LB | 126,365.00 | 126,365.000 | 126,365.000 | 126,365.000 | 0.74 | 93,510.10 | |||
| 0970 | LOW FLOW DIVERSION CURB 25543 | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE10201500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0008 BRIDGE | |||||||
| 0980 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0990 | FOUNDATION PREPARATION 25544 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 1000 | CONCRETE-CLASS A | 08100 | CUYD | 442.30 | 442.300 | 442.300 | 442.300 | 300.00 | 132,690.00 | |||
| 1010 | STEEL REINFORCEMENT | 08150 | LB | 90,453.00 | 90,453.000 | 90,453.000 | 90,453.000 | 0.74 | 66,935.22 | |||
| Project | DE10201500905 | Fed/State Project Number | ARRA 1501(099) | Category | 0009 BRIDGE | |||||||
| 1020 | FOUNDATION PREPARATION 25545 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1030 | CONCRETE-CLASS A | 08100 | CUYD | 285.20 | 285.200 | 285.200 | 285.200 | 300.00 | 85,560.00 | |||
| 1040 | STEEL REINFORCEMENT | 08150 | LB | 50,129.00 | 50,129.000 | 50,129.000 | 50,129.000 | 0.74 | 37,095.46 | |||
| SUBTOT | $51,446.57 |
$20,355,956.52 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||