|
Report_Id: 071149 Est NO 0082 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071149 | Estimate Number | 0082 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06320) Keith, Jerry F. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 02/22/2013 TO 06/30/2014 | ||||||
| Date Approved | 07/11/2014 | ||||||
| Primary Proj Number | DE04100750749 | ||||||
| Project No. | IM-NH 75-6 (95) 146 | ||||||
| Primary County | GRANT | ||||||
| Name of Road | LEXINGTON-COVINGTON ROAD (I-75) | ||||||
| Description | FROM THE KEEFER ROAD UNDERPASS, NORTH TO THE HEEKIN PIKE UNDERPASS | ||||||
| Date Let | 08/24/2007 | Formal Acceptance | 08/18/2011 | ||||
| Date Awarded | 10/05/2007 | Date Work Began | 10/22/2007 | ||||
| Date Contract Executed | 10/17/2007 | Open To Traffic | 06/14/2010 | ||||
| Date NTP Issued | 10/17/2007 | Actual Completion Date | 06/14/2010 | ||||
| Current Contract Amount | $59,968,567.77 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $58,739,579.18 |
Total Earnings | $55,288,669.95 |
$55,222,737.35 |
$65,932.60 |
|
| Percent Complete | 92.21 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $4,669,640.15 |
Gross Earnings | $55,288,669.94 |
$55,222,737.34 |
$65,932.60 |
|
| Total Change Orders | $1,228,988.59 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $55,298,927.62 |
$55,232,995.02 |
$65,932.60 |
|||
| Contract Id | 071149 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0082 | Project Number | IM-NH 75-6 (95) 146 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 02/22/2013 TO 06/30/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Project Wage Rate Adjustment | Approved | 09/18/2009 | $1,076.59 | 0.0 | |||||
| 002 | BorePipe, MassConc, RCBC Rem, Waterproof, FlowFill, EntPipe | Approved | 09/18/2009 | $34,409.73 | 1.0 | |||||
| 003 | Change from PG 76-22 to PG 64-22 & Roadway Excavation | Approved | 08/13/2009 | $540,316.32 | 3.0 | |||||
| 004 | Project Wage Rate Adjustment Phase II | Approved | 08/28/2009 | $12,999.74 | 0.0 | |||||
| 005 | Project Wage Rate Adjustment Phase III | Approved | 11/18/2009 | $4,557.98 | 0.0 | |||||
| 006 | Project Wage Rate Adjustment Phase IV | Approved | 11/10/2009 | $874.18 | 0.0 | |||||
| 007 | Slidearea, Rideablity, Rumble strips, Slope Protection, Ect. | Approved | 07/26/2010 | $635,356.91 | 4.0 | |||||
| 008 | Non Spec Material Override | Approved | 02/01/2010 | $0.00 | 0.0 | |||||
| 009 | Project Wage Rate Adjustment-Phase V | Approved | 04/14/2010 | $436.62 | 0.0 | |||||
| 010 | Project Wage Rate Adjustment (01/01/10-04/30/10) | Approved | 05/31/2011 | $202.03 | 0.0 | |||||
| 011 | Guardrail, N/B Rideability & Stand Pipe Covers | Approved | 02/25/2011 | $-575.90 | 0.0 | |||||
| 012 | Project Wage Rate Adjustment (May 1, 2010-August 31, 2010) | Approved | 05/11/2011 | $64.84 | 0.0 | |||||
| 013 | Cost Plus Bridge End Compaction | Approved | 01/28/2013 | $-2.15 | 3.0 | |||||
| 014 | Cost Plus: repair Permanent Checks in Median | Approved | 02/05/2013 | $-728.30 | 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 |
||
| DE04100750749 | 0550 | ROADWAY EXCAVATION | OTHER | 0012 | 0.00 |
$0.00 |
$-5,000.00 |
||
| DE04100750749 | 0550 | ROADWAY EXCAVATION | OTHER | 0013 | 0.00 |
$0.00 |
$-500.00 |
||
| DE04100750749 | 1060 | SEEDING AND PROTECTION | OTHER | 0046 | 0.00 |
$0.00 |
$20,757.68 |
||
| DE04100750749 | 0550 | ROADWAY EXCAVATION | OTHER | 0052 | 0.00 |
$0.00 |
$-5,000.00 |
||
| Contract Id | 071149 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04100750749 | ||||||
| Estimate Nbr | 0082 | Period | 02/22/2013 TO 06/30/2014 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | 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 | DGA BASE | 00001 | TON | 166,469.00 | 166,469.000 | 170,340.030 | 170,340.030 | 16.77 | 2,856,602.30 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 194,515.00 | 155,305.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0030 | LIME | 00014 | TON | 2,377.00 | 777.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 87,377.00 | 87,377.000 | 78,285.940 | 78,285.940 | 32.66 | 2,556,818.80 | |||
| 0050 | TRAFFIC BOUND BASE | 00020 | TON | 108.00 | 108.000 | 425.580 | 425.580 | 21.00 | 8,937.18 | |||
| 0060 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 112,320.00 | 111,995.000 | 70.390 | 99,809.190 | 99,879.580 | 30.10 | 2,118.73 | 3,006,375.35 | |
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 256.00 | 256.000 | 166.000 | 166.000 | 130.39 | 21,644.74 | |||
| 0080 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,218.99 | 1,218.990 | 1,389.719 | 1,389.719 | 41.48 | 57,645.54 | |||
| 0090 | LEVELING & WEDGING PG64-22 | 00190 | TON | 110,848.00 | 110,848.000 | 57,144.190 | 57,144.190 | 32.00 | 1,828,614.08 | |||
| 0100 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 19,039.00 | 19,039.000 | 14,098.840 | 14,098.840 | 37.62 | 530,398.36 | |||
| 0110 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 29,203.00 | 29,203.000 | 38,183.710 | 38,183.710 | 37.38 | 1,427,307.07 | |||
| 0120 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 25,581.00 | 25,581.000 | 22,769.480 | 22,769.480 | 38.56 | 877,991.14 | |||
| 0130 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 162,677.00 | 162,677.000 | 0.690 | 98,293.050 | 98,293.740 | 38.33 | 26.44 | 3,767,599.05 | |
| 0140 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 44,146.00 | 0.000 | 0.000 | 0.000 | 41.78 | 0.00 | |||
| 0150 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 146.28 | 146.280 | 0.380 | 147.135 | 147.515 | 387.84 | 147.37 | 57,212.21 | |
| 0160 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 304,418.00 | 304,418.000 | 90.050 | 235,342.810 | 235,432.860 | 2.00 | 180.10 | 470,865.72 | |
| 0170 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 11,194.00 | 11,194.000 | 11,870.630 | 11,870.630 | 47.33 | 561,836.91 | |||
| 0180 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 17,020.00 | 0.000 | 0.000 | 0.000 | 58.37 | 0.00 | |||
| 0190 | ASPHALT CURING SEAL | 00358 | TON | 311.00 | 171.000 | 168.135 | 168.135 | 317.46 | 53,376.13 | |||
| 0200 | ENTRANCE PIPE-15 INCH | 00440 | LF | 140.00 | 140.000 | 178.000 | 178.000 | 33.25 | 5,918.50 | |||
| 0210 | ENTRANCE PIPE-18 INCH | 00441 | LF | 40.00 | 60.000 | 60.000 | 60.000 | 37.00 | 2,220.00 | |||
| 0220 | CULVERT PIPE-18 INCH | 00462 | LF | 1,526.00 | 1,175.000 | 80.000 | 1,138.670 | 1,218.670 | 88.25 | 7,060.00 | 107,547.62 | |
| 0230 | CULVERT PIPE-24 INCH | 00464 | LF | 1,511.00 | 1,462.000 | 16.500 | 1,336.500 | 1,353.000 | 81.25 | 1,340.62 | 109,931.25 | |
| 0240 | CULVERT PIPE-30 INCH | 00466 | LF | 515.00 | 430.000 | 392.500 | 392.500 | 94.75 | 37,189.37 | |||
| 0250 | CULVERT PIPE-36 INCH | 00468 | LF | 173.00 | 173.000 | 173.000 | 173.000 | 92.00 | 15,916.00 | |||
| 0260 | CULVERT PIPE-42 INCH | 00469 | LF | 138.00 | 138.000 | 138.000 | 138.000 | 111.25 | 15,352.50 | |||
| 0270 | PERFORATED PIPE-4 INCH | 01000 | LF | 74,977.00 | 74,977.000 | -132.800 | 57,705.200 | 57,572.400 | 4.39 | -582.99 | 252,742.83 | |
| 0280 | PERFORATED PIPE-6 INCH | 01001 | LF | 73,798.00 | 73,798.000 | 685.760 | 71,617.240 | 72,303.000 | 5.50 | 3,771.68 | 397,666.50 | |
| 0290 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 5,070.00 | 5,070.000 | -19.000 | 1,875.000 | 1,856.000 | 16.03 | -304.57 | 29,751.68 | |
| 0300 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 1,119.00 | 1,119.000 | -11.000 | 777.000 | 766.000 | 16.24 | -178.64 | 12,439.84 | |
| 0310 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,193.51 | 26,193.51 | |||
| 0320 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 35.00 | 35.000 | 19.000 | 19.000 | 385.72 | 7,328.68 | |||
| 0330 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 348.86 | 2,442.02 | |||
| 0340 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 133.00 | 133.000 | 71.000 | 71.000 | 348.86 | 24,769.06 | |||
| 0350 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | EACH | 45.00 | 45.000 | 35.000 | 35.000 | 348.86 | 12,210.10 | |||
| 0360 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 10.00 | 10.000 | 20.000 | 20.000 | 348.86 | 6,977.20 | |||
| 0370 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 348.86 | 1,744.30 | |||
| 0380 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 348.86 | 2,442.02 | |||
| 0390 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 348.86 | 2,442.02 | |||
| 0400 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 2,225.00 | 22,250.00 | |||
| 0410 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 2,750.00 | 24,750.00 | |||
| 0420 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0430 | DROP BOX INLET TYPE 1 | 01490 | EACH | 20.00 | 20.000 | 0.500 | 18.500 | 19.000 | 3,400.00 | 1,700.00 | 64,600.00 | |
| 0440 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 0450 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
| 0460 | JUNCTION BOX-18 INCH | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0470 | JUNCTION BOX-24 INCH | 01643 | EACH | 7.00 | 7.000 | 2.000 | 6.000 | 8.000 | 1,800.00 | 3,600.00 | 14,400.00 | |
| 0480 | JUNCTION BOX-30 INCH | 01644 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0490 | JUNCTION BOX-42 INCH | 01646 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0500 | ISLAND CURB AND GUTTER | 01825 | LF | 407.00 | 407.000 | 273.000 | 273.000 | 75.00 | 20,475.00 | |||
| 0510 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 303.00 | 303.000 | 554.000 | 554.000 | 7.61 | 4,215.94 | |||
| 0520 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 606.00 | 606.000 | 738.000 | 738.000 | 7.61 | 5,616.18 | |||
| 0530 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 33,897.00 | 33,897.000 | 44,540.000 | 44,540.000 | 10.00 | 445,400.00 | |||
| 0540 | TEMPORARY DITCH | 02159 | LF | 66,898.00 | 66,898.000 | 20,365.000 | 20,365.000 | 1.80 | 36,657.00 | |||
| 0550 | ROADWAY EXCAVATION | 02200 | CUYD | 1,733,237.00 | 1,850,609.000 | -0.400 | 1,850,609.400 | 1,850,609.000 | 5.00 | -2.00 | 9,253,045.00 | |
| 0560 | GRANULAR EMBANKMENT | 02223 | CUYD | 27,681.00 | 27,681.000 | 34,257.160 | 34,257.160 | 28.00 | 959,200.48 | |||
| 0570 | WATER | 02242 | MGAL | 12,350.00 | 12,350.000 | 2,485.240 | 2,485.240 | 0.01 | 24.85 | |||
| 0580 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,562.00 | 4,562.000 | 5,867.500 | 5,867.500 | 5.51 | 32,329.92 | |||
| 0590 | REMOVE FENCE | 02265 | LF | 4,116.00 | 4,116.000 | 1,600.000 | 1,600.000 | 2.27 | 3,632.00 | |||
| 0600 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 63,175.00 | 66,773.250 | 36.000 | 71,760.200 | 71,796.200 | 15.80 | 568.80 | 1,134,379.96 | |
| 0610 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 55.42 | 332.52 | |||
| 0620 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 2,261.24 | 54,269.76 | |||
| 0630 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,393.12 | 4,786.24 | |||
| 0640 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 54.00 | 54.000 | 45.000 | 45.000 | 617.09 | 27,769.05 | |||
| 0650 | REMOVE GUARDRAIL | 02381 | LF | 53,529.00 | 53,529.000 | 1,733.500 | 49,742.000 | 51,475.500 | 1.42 | 2,461.57 | 73,095.21 | |
| 0660 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 77.00 | 77.000 | 64.000 | 64.000 | 2,076.11 | 132,871.04 | |||
| 0670 | CHANNEL LINING CLASS II | 02483 | TON | 32,269.00 | 32,269.000 | 18,013.360 | 18,013.360 | 23.25 | 418,810.62 | |||
| 0680 | CHANNEL LINING CLASS III | 02484 | TON | 38,395.00 | 52,281.290 | 35,733.220 | 35,733.220 | 28.20 | 1,007,676.80 | |||
| 0690 | CLEARING AND GRUBBING 363.61 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 0700 | SIGNS | 02562 | SQFT | 966.00 | 966.000 | 1,628.970 | 1,628.970 | 9.41 | 15,328.60 | |||
| 0730 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
| 0740 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 747,120.00 | 743,940.000 | -7,642.642 | 674,589.040 | 666,946.398 | 1.70 | -12,992.49 | 1,133,808.87 | |
| 0750 | RETAINING WALL-GABION | 02610 | CUYD | 3,975.00 | 3,975.000 | 3,998.660 | 3,998.660 | 148.00 | 591,801.68 | |||
| 0760 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 301,730.65 | 301,730.65 | |||
| 0780 | CROSSOVER STA 547+26 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 41,539.18 | 41,539.18 | |||
| 0790 | CROSSOVER STA 651+65 | 02655 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 77,919.05 | 0.00 | |||
| 0800 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 15,916.20 | 31,832.40 | |||
| 0810 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,079.17 | 1,079.17 | |||
| 0820 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 15,087.00 | 15,087.000 | 12,904.530 | 12,904.530 | 7.41 | 95,622.56 | |||
| 0830 | SAFELOADING | 02690 | CUYD | 197.00 | 197.000 | 94.790 | 94.790 | 220.00 | 20,853.80 | |||
| 0840 | TEMPORARY SILT FENCE | 02701 | LF | 66,898.00 | 66,898.000 | 18,637.000 | 18,637.000 | 1.80 | 33,546.60 | |||
| 0850 | SAND FOR BLOTTER | 02702 | TON | 972.00 | 972.000 | 550.350 | 550.350 | 26.60 | 14,639.31 | |||
| 0860 | SILT TRAP TYPE A | 02703 | EACH | 372.00 | 294.000 | 12.000 | 12.000 | 400.00 | 4,800.00 | |||
| 0870 | SILT TRAP TYPE B | 02704 | EACH | 366.00 | 366.000 | 440.000 | 440.000 | 205.00 | 90,200.00 | |||
| 0880 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3,348.00 | 3,348.000 | 7.000 | 7.000 | 70.00 | 490.00 | |||
| 0890 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3,294.00 | 3,294.000 | 698.000 | 698.000 | 60.00 | 41,880.00 | |||
| 0900 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 66,898.00 | 66,898.000 | 415.000 | 415.000 | 0.45 | 186.75 | |||
| 0910 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 228,747.65 | 228,747.65 | |||
| 0920 | REMOVE STRUCTURE STA 46+50.34 TO STA 48+09.68 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 154,000.00 | 154,000.00 | |||
| 0930 | REMOVE STRUCTURE STA 46+61.19 TO STA 48+12.78 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 154,000.00 | 154,000.00 | |||
| 0940 | REMOVE STRUCTURE STA 46+93.59 TO STA 47+98.24 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 154,000.00 | 154,000.00 | |||
| 0950 | REMOVE STRUCTURE STA 49+68.77 TO STA 50+88.08 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 154,000.00 | 154,000.00 | |||
| 0960 | REMOVE STRUCTURE STA 49+74.43 TO STA 50+83.60 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 154,000.00 | 154,000.00 | |||
| 0970 | REMOVE STRUCTURE STA 50+64.07 TO STA 52+23.48 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 154,000.00 | 154,000.00 | |||
| 0980 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,663.20 | 3,663.20 | |||
| 0990 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 8,365.00 | 100,380.00 | |||
| 1000 | RELOCATE CRASH CUSHION | 02898 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1010 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 35,832.00 | 35,832.000 | 35,120.000 | 35,120.000 | 18.50 | 649,720.00 | |||
| 1020 | EROSION CONTROL BLANKET | 05950 | SQYD | 53,669.00 | 53,669.000 | 3,860.000 | 189,129.190 | 192,989.190 | 1.34 | 5,172.40 | 258,605.51 | |
| 1030 | TEMPORARY MULCH | 05952 | SQYD | 1,773,391.00 | 1,773,391.000 | 554,667.210 | 554,667.210 | 0.10 | 55,466.72 | |||
| 1040 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 879,924.00 | 879,924.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 1050 | TOPDRESSING FERTILIZER | 05966 | TON | 91.07 | 91.070 | 91.000 | 91.000 | 426.33 | 38,796.03 | |||
| 1060 | SEEDING AND PROTECTION | 05985 | SQYD | 1,759,848.00 | 1,759,848.000 | 53,246.110 | 1,710,767.572 | 1,764,013.682 | 0.25 | 13,311.52 | 441,003.42 | |
| 1070 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 175,984.00 | 175,984.000 | 830,654.559 | 830,654.559 | 0.17 | 141,211.27 | |||
| 1080 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 263.00 | 263.000 | 245.000 | 245.000 | 23.87 | 5,848.15 | |||
| 1090 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 12,590.00 | 12,590.000 | 17,511.000 | 17,511.000 | 0.15 | 2,626.65 | |||
| 1100 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 302,769.00 | 302,769.000 | 405,803.000 | 405,803.000 | 0.18 | 73,044.54 | |||
| 1110 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 18,590.00 | 18,590.000 | 21,206.000 | 21,206.000 | 0.15 | 3,180.90 | |||
| 1120 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 132,255.00 | 132,255.000 | 35,429.000 | 35,429.000 | 0.31 | 10,982.99 | |||
| 1130 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,094.00 | 5,094.000 | 2,705.280 | 2,705.280 | 2.73 | 7,385.41 | |||
| 1140 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,970.00 | 4,970.000 | 4,093.000 | 4,093.000 | 2.73 | 11,173.89 | |||
| 1150 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 250.00 | 250.000 | 200.000 | 200.000 | 3.69 | 738.00 | |||
| 1160 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 250.00 | 250.000 | 100.000 | 100.000 | 3.69 | 369.00 | |||
| 1170 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 118.00 | 118.000 | 0.000 | 0.000 | 19.61 | 0.00 | |||
| 1180 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,472.00 | 1,472.000 | 1,495.000 | 1,495.000 | 19.61 | 29,316.95 | |||
| 1190 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 757.00 | 757.000 | 627.000 | 627.000 | 3.82 | 2,395.14 | |||
| 1210 | CONCRETE-CLASS A | 08100 | CUYD | 36.33 | 36.330 | 7.840 | 29.120 | 36.960 | 1,540.00 | 12,073.60 | 56,918.40 | |
| 1220 | STEEL REINFORCEMENT | 08150 | LB | 1,288.50 | 1,288.500 | 522.500 | 882.500 | 1,405.000 | 2.00 | 1,045.00 | 2,810.00 | |
| 1240 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 839,416.00 | 839,416.000 | -5,887.276 | 74,142.272 | 68,254.996 | 1.00 | -5,887.27 | 68,254.99 | |
| 1250 | FUEL ADJUSTMENT | 10020NS | DOLL | 543,045.00 | 543,045.000 | 22,747.300 | 538,205.470 | 560,952.770 | 1.00 | 22,747.30 | 560,952.77 | |
| 1260 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 755,474.00 | 755,474.000 | 8,337.870 | 1,997,822.820 | 2,006,160.690 | 1.00 | 8,337.87 | 2,006,160.69 | |
| 1270 | BORE & JACK PIPE | 20211ES706 | LF | 521.00 | 400.000 | 480.000 | 480.000 | 350.00 | 168,000.00 | |||
| 1280 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 60,580.00 | 133,660.000 | 127,055.000 | 127,055.000 | 1.00 | 127,055.00 | |||
| 1290 | SAW CUT | 20430ED | LF | 60,580.00 | 60,580.000 | 45,150.000 | 45,150.000 | 0.41 | 18,511.50 | |||
| 1300 | SILT TRAP TYPE C | 20496NS843 | EACH | 428.00 | 428.000 | 56.000 | 56.000 | 400.00 | 22,400.00 | |||
| 1310 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 3,852.00 | 3,852.000 | 44.000 | 44.000 | 60.00 | 2,640.00 | |||
| 1320 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 233.82 | 0.00 | |||
| 1330 | PAVE STRIPING PERM-6 IN HD21A-WHITE | 21339ED | LF | 88,169.00 | 88,169.000 | 91,920.000 | 91,920.000 | 0.19 | 17,464.80 | |||
| 1340 | PAVE STRIPING PERM-6 IN HD21A-YELLOW | 21340ED | LF | 58,780.00 | 58,780.000 | 32,430.000 | 32,430.000 | 0.19 | 6,161.70 | |||
| 1350 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1370 | SHEET PILING | 21600EN | LF | 5,700.00 | 5,700.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 1380 | STEEL GRATE | 22537NN | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 770.00 | 6,160.00 | |||
| 1390 | DROP BOX INLET TY 5E-SPECIAL | 22538NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,150.00 | 4,150.00 | |||
| 1400 | CLEAN OUT EXISTING PIPE | 22539EN | LF | 11,986.00 | 11,986.000 | 10,921.000 | 10,921.000 | 6.00 | 65,526.00 | |||
| 1410 | ESTIMATED BASE FAILURES | 22540EN | SQYD | 5,622.00 | 5,622.000 | 6,177.100 | 6,177.100 | 96.48 | 595,966.60 | |||
| 8000 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 1,076.590 | 1,076.590 | 1,076.590 | 1.00 | 1,076.59 | |||
| 8001 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 0.00 | 85.000 | 85.000 | 85.000 | 550.94 | 46,829.90 | |||
| 8008 | CL4 ASPH BASE 1.00D PG64-22 Revised | 00217 | TON | 0.00 | 16,755.490 | 58,272.480 | 58,272.480 | 38.30 | 2,231,835.98 | |||
| 8009 | CL4 ASPH BASE 1.00D PG76-22 CL4 ASPH BASE 1.00D PG76-22 REVISED II | 00219 | TON | 0.00 | 27,390.510 | 31,820.940 | 31,820.940 | 42.22 | 1,343,480.08 | |||
| 8013 | PROJECT WAGE RATE ADJUSTMENT Phase II | 10035NS | DOLL | 0.00 | 12,999.740 | 12,999.740 | 12,999.740 | 1.00 | 12,999.74 | |||
| 8014 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 4,557.980 | 4,557.980 | 4,557.980 | 1.00 | 4,557.98 | |||
| 8015 | CL4 ASPH SURF 0.38A PG76-22 CL4 ASPH SURF 0.38A PG76-22 REVISED II | 00342 | TON | 0.00 | 17,020.000 | 18,649.120 | 18,649.120 | 59.05 | 1,101,230.53 | |||
| 8016 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 874.180 | 874.180 | 874.180 | 1.00 | 874.18 | |||
| 8018 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -30,568.300 | -30,568.300 | 1.00 | -30,568.30 | |||
| 8019 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 436.620 | 436.000 | 436.000 | 1.00 | 436.00 | |||
| 8020 | PROJECT WAGE RATE ADJUSTMENT 01/01/10-04/30/10 | 10035NS | DOLL | 0.00 | 202.030 | 202.030 | 202.030 | 1.00 | 202.03 | |||
| 8021 | RIDE QUALITY ADJUSTMENT ASPH Rideability | 10005NS | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 29,108.96 | 29,108.96 | |||
| 8025 | STAKING Slide Area | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,925.00 | 1,925.00 | |||
| 8026 | CLEARING AND GRUBBING Slide Area | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,850.00 | 7,850.00 | |||
| 8027 | ROADWAY EXCAVATION Slide Area | 02200 | CUYD | 0.00 | 6,577.000 | 6,577.000 | 6,577.000 | 6.00 | 39,462.00 | |||
| 8029 | DRAINAGE BLANKET-EMBANKMENT Slide Area | 00021 | CUYD | 0.00 | 294.970 | 294.970 | 294.970 | 31.95 | 9,424.29 | |||
| 8030 | FABRIC-GEOTEXTILE TYPE IV Slide Area | 02599 | SQYD | 0.00 | 3,000.000 | 3,000.000 | 3,000.000 | 1.80 | 5,400.00 | |||
| 8031 | VALUE ENGINEERING Engineering Costs | 10121NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 40,084.90 | 40,084.90 | |||
| 8032 | MAINTAIN & CONTROL TRAFFIC Deduction | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | -3,017.30 | -3,017.30 | |||
| 8034 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 14,678.79 | 14,678.79 | |||
| 8035 | GUARDRAIL CONN TO BR END TY A-1 CR | 23162EN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 540.00 | 540.00 | |||
| 8036 | STEEL GRATE | 22537NN | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 374.67 | 2,997.36 | |||
| 8037 | PROJECT WAGE RATE ADJUSTMENT (May 1, 2010-August 31, 2010) | 10035NS | DOLL | 0.00 | 64.840 | 64.840 | 64.840 | 1.00 | 64.84 | |||
| 8038 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 39,207.85 | 39,207.85 | |||
| 8039 | COST PLUS WORK Repairing Perm. Rock Checks | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 79,271.70 | 79,271.70 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0710 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,750,000.00 | 2,750,000.00 | |||
| 0720 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 827,432.20 | 786,060.59 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0003 SIGNING | |||||||
| 1420 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 96.00 | 96.000 | 136.000 | 136.000 | 22.74 | 3,092.64 | |||
| 1430 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 160.00 | 160.000 | 279.000 | 279.000 | 22.74 | 6,344.46 | |||
| 1440 | STEEL POST TYPE 2 | 06411 | LF | 623.00 | 623.000 | 766.000 | 766.000 | 7.96 | 6,097.36 | |||
| 1450 | STEEL POST MILE MARKERS | 06412 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 170.53 | 1,705.30 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0004 BRIDGE | |||||||
| 1460 | FLOWABLE FILL | 02220 | CUYD | 152.00 | 298.500 | 176.200 | 176.200 | 104.00 | 18,324.80 | |||
| 1470 | MASONRY COATING | 02998 | SQYD | 1,226.00 | 1,226.000 | 1,226.000 | 1,226.000 | 7.50 | 9,195.00 | |||
| 1480 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 46.00 | 3,036.00 | |||
| 1490 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 246.00 | 246.000 | 735.230 | 735.230 | 15.00 | 11,028.45 | |||
| 1500 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 384.00 | 384.000 | 207.050 | 207.050 | 35.00 | 7,246.75 | |||
| 1510 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 174.00 | 174.000 | 193.030 | 193.030 | 22.00 | 4,246.66 | |||
| 1520 | CONCRETE-CLASS A | 08100 | CUYD | 203.80 | 203.800 | 203.800 | 203.800 | 344.00 | 70,107.20 | |||
| 1530 | CONCRETE-CLASS AA | 08104 | CUYD | 309.10 | 309.100 | 309.100 | 309.100 | 397.00 | 122,712.70 | |||
| 1540 | STEEL REINFORCEMENT | 08150 | LB | 17,582.00 | 17,582.000 | 17,582.000 | 17,582.000 | 0.92 | 16,175.44 | |||
| 1550 | STEEL REINF-EPOXY COATED | 08151 | LB | 91,635.00 | 91,635.000 | 91,635.000 | 91,635.000 | 0.96 | 87,969.60 | |||
| 1560 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 943.30 | 943.300 | 943.300 | 943.300 | 271.00 | 255,634.30 | |||
| 1570 | RAIL SYSTEM TYPE III | 21532ED | LF | 478.10 | 478.100 | 478.100 | 478.100 | 60.00 | 28,686.00 | |||
| 8006 | MASS CONCRETE | 10040NS | DOLL | 0.00 | 15,540.000 | 15,540.000 | 15,540.000 | 1.00 | 15,540.00 | |||
| 8010 | WATERPROOF JOINT MATERIAL | 23153EC | SQYD | 0.00 | 11.000 | 11.000 | 11.000 | 101.70 | 1,118.70 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0005 BRIDGE | |||||||
| 1580 | FLOWABLE FILL | 02220 | CUYD | 140.00 | 286.500 | 169.400 | 169.400 | 104.00 | 17,617.60 | |||
| 1590 | MASONRY COATING | 02998 | SQYD | 1,261.00 | 1,261.000 | 1,261.000 | 1,261.000 | 7.50 | 9,457.50 | |||
| 1600 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 46.00 | 3,128.00 | |||
| 1610 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 52.00 | 52.000 | 478.370 | 478.370 | 15.00 | 7,175.55 | |||
| 1620 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 133.00 | 133.000 | 99.120 | 99.120 | 35.00 | 3,469.20 | |||
| 1630 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 198.00 | 198.000 | 198.030 | 198.030 | 22.00 | 4,356.66 | |||
| 1640 | TEST PILES | 08033 | LF | 36.00 | 36.000 | 39.030 | 39.030 | 89.00 | 3,473.67 | |||
| 1650 | PILES-STEEL HP14X73 | 08050 | LF | 163.00 | 163.000 | 172.170 | 172.170 | 89.00 | 15,323.13 | |||
| 1660 | PILE POINTS-14 INCH | 08095 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 110.00 | 1,320.00 | |||
| 1670 | CONCRETE-CLASS A | 08100 | CUYD | 148.20 | 148.200 | 148.200 | 148.200 | 344.00 | 50,980.80 | |||
| 1680 | CONCRETE-CLASS AA | 08104 | CUYD | 313.70 | 313.700 | 313.700 | 313.700 | 397.00 | 124,538.90 | |||
| 1690 | STEEL REINFORCEMENT | 08150 | LB | 18,318.00 | 18,318.000 | 18,318.000 | 18,318.000 | 0.92 | 16,852.56 | |||
| 1700 | STEEL REINF-EPOXY COATED | 08151 | LB | 88,673.00 | 88,673.000 | 88,673.000 | 88,673.000 | 0.96 | 85,126.08 | |||
| 1710 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 959.30 | 959.300 | 959.300 | 959.300 | 271.00 | 259,970.30 | |||
| 1720 | RAIL SYSTEM TYPE III | 21532ED | LF | 486.20 | 486.200 | 486.200 | 486.200 | 60.00 | 29,172.00 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0006 BRIDGE | |||||||
| 1730 | FLOWABLE FILL | 02220 | CUYD | 152.00 | 181.000 | 83.000 | 83.000 | 104.00 | 8,632.00 | |||
| 1740 | MASONRY COATING | 02998 | SQYD | 1,130.00 | 1,130.000 | 1,130.000 | 1,130.000 | 7.50 | 8,475.00 | |||
| 1750 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 46.00 | 2,208.00 | |||
| 1760 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 98.00 | 98.000 | 254.230 | 254.230 | 15.00 | 3,813.45 | |||
| 1770 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 67.00 | 67.000 | 5.620 | 5.620 | 35.00 | 196.70 | |||
| 1780 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 186.00 | 186.000 | 205.300 | 205.300 | 22.00 | 4,516.60 | |||
| 1790 | TEST PILES | 08033 | LF | 69.00 | 69.000 | 69.920 | 69.920 | 89.00 | 6,222.88 | |||
| 1800 | PILES-STEEL HP14X73 | 08050 | LF | 388.00 | 388.000 | 366.150 | 366.150 | 89.00 | 32,587.35 | |||
| 1810 | PILE POINTS-14 INCH | 08095 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 110.00 | 1,540.00 | |||
| 1820 | CONCRETE-CLASS A | 08100 | CUYD | 130.20 | 130.200 | 130.200 | 130.200 | 344.00 | 44,788.80 | |||
| 1830 | CONCRETE-CLASS AA | 08104 | CUYD | 237.40 | 237.400 | 237.400 | 237.400 | 397.00 | 94,247.80 | |||
| 1840 | STEEL REINFORCEMENT | 08150 | LB | 19,167.00 | 19,167.000 | 19,167.000 | 19,167.000 | 0.92 | 17,633.64 | |||
| 1850 | STEEL REINF-EPOXY COATED | 08151 | LB | 56,992.00 | 56,992.000 | 56,992.000 | 56,992.000 | 0.96 | 54,712.32 | |||
| 1860 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 927.30 | 927.300 | 927.300 | 927.300 | 228.00 | 211,424.40 | |||
| 1870 | RAIL SYSTEM TYPE III | 21532ED | LF | 470.00 | 470.000 | 470.000 | 470.000 | 60.00 | 28,200.00 | |||
| 8007 | MASS CONCRETE | 10040NS | DOLL | 0.00 | 7,770.000 | 7,770.000 | 7,770.000 | 1.00 | 7,770.00 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0007 BRIDGE | |||||||
| 1880 | FLOWABLE FILL | 02220 | CUYD | 117.00 | 146.000 | 75.500 | 75.500 | 104.00 | 7,852.00 | |||
| 1890 | MASONRY COATING | 02998 | SQYD | 1,115.00 | 1,115.000 | 1,115.000 | 1,115.000 | 7.50 | 8,362.50 | |||
| 1900 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 46.00 | 2,300.00 | |||
| 1910 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 169.00 | 169.000 | 261.830 | 261.830 | 15.00 | 3,927.45 | |||
| 1920 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 201.00 | 201.000 | 55.320 | 55.320 | 35.00 | 1,936.20 | |||
| 1930 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 103.00 | 103.000 | 102.830 | 102.830 | 22.00 | 2,262.26 | |||
| 1940 | TEST PILES | 08033 | LF | 35.00 | 35.000 | 38.080 | 38.080 | 89.00 | 3,389.12 | |||
| 1950 | PILES-STEEL HP14X73 | 08050 | LF | 193.00 | 193.000 | 200.340 | 200.340 | 89.00 | 17,830.26 | |||
| 1960 | PILE POINTS-14 INCH | 08095 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 110.00 | 770.00 | |||
| 1970 | CONCRETE-CLASS A | 08100 | CUYD | 121.90 | 121.900 | 121.900 | 121.900 | 344.00 | 41,933.60 | |||
| 1980 | CONCRETE-CLASS AA | 08104 | CUYD | 235.50 | 235.500 | 235.500 | 235.500 | 397.00 | 93,493.50 | |||
| 1990 | STEEL REINFORCEMENT | 08150 | LB | 13,928.00 | 13,928.000 | 13,928.000 | 13,928.000 | 0.92 | 12,813.76 | |||
| 2000 | STEEL REINF-EPOXY COATED | 08151 | LB | 56,600.00 | 56,600.000 | 56,600.000 | 56,600.000 | 0.96 | 54,336.00 | |||
| 2010 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 927.30 | 927.300 | 927.300 | 927.300 | 228.00 | 211,424.40 | |||
| 2020 | RAIL SYSTEM TYPE III | 21532ED | LF | 470.10 | 470.100 | 470.100 | 470.100 | 60.00 | 28,206.00 | |||
| 8023 | CRUSHED AGGREGATE SLOPE PROT II | 08020 | TON | 0.00 | 142.690 | 142.690 | 142.690 | 219.05 | 31,256.24 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0008 BRIDGE | |||||||
| 2030 | FLOWABLE FILL | 02220 | CUYD | 176.00 | 229.000 | 2.209 | 116.300 | 118.509 | 104.00 | 229.73 | 12,324.93 | |
| 2040 | MASONRY COATING | 02998 | SQYD | 1,625.00 | 1,625.000 | 1,625.000 | 1,625.000 | 7.50 | 12,187.50 | |||
| 2050 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 46.00 | 3,220.00 | |||
| 2060 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 107.00 | 107.000 | 998.530 | 998.530 | 15.00 | 14,977.95 | |||
| 2070 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 1,052.00 | 1,052.000 | 459.434 | 459.434 | 35.00 | 16,080.19 | |||
| 2080 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 196.00 | 196.000 | 185.400 | 185.400 | 22.00 | 4,078.80 | |||
| 2090 | CONCRETE-CLASS A | 08100 | CUYD | 266.00 | 266.000 | 266.000 | 266.000 | 344.00 | 91,504.00 | |||
| 2100 | CONCRETE-CLASS AA | 08104 | CUYD | 377.30 | 377.300 | 377.300 | 377.300 | 397.00 | 149,788.10 | |||
| 2110 | STEEL REINFORCEMENT | 08150 | LB | 30,842.00 | 30,842.000 | 30,842.000 | 30,842.000 | 0.92 | 28,374.64 | |||
| 2120 | STEEL REINF-EPOXY COATED | 08151 | LB | 100,958.00 | 100,958.000 | 100,958.000 | 100,958.000 | 0.96 | 96,919.68 | |||
| 2130 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,229.30 | 1,229.300 | 1,229.300 | 1,229.300 | 308.00 | 378,624.40 | |||
| 2140 | RAIL SYSTEM TYPE III | 21532ED | LF | 622.80 | 622.800 | 622.800 | 622.800 | 60.00 | 37,368.00 | |||
| 8011 | WATERPROOF JOINT MATERIAL | 23153EC | SQYD | 0.00 | 11.000 | 11.000 | 11.000 | 101.70 | 1,118.70 | |||
| 8022 | CRUSHED AGGREGATE SLOPE PROT II | 08020 | TON | 0.00 | 270.150 | 270.150 | 270.150 | 219.05 | 59,176.35 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0009 BRIDGE | |||||||
| 2150 | FLOWABLE FILL | 02220 | CUYD | 124.00 | 177.000 | 68.433 | 68.433 | 104.00 | 7,117.03 | |||
| 2160 | MASONRY COATING | 02998 | SQYD | 1,289.00 | 1,289.000 | 1,289.000 | 1,289.000 | 7.50 | 9,667.50 | |||
| 2170 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 46.00 | 3,128.00 | |||
| 2180 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 57.00 | 57.000 | 264.960 | 264.960 | 15.00 | 3,974.40 | |||
| 2190 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 979.00 | 979.000 | 498.128 | 498.128 | 35.00 | 17,434.48 | |||
| 2200 | CONCRETE-CLASS A | 08100 | CUYD | 206.50 | 206.500 | 206.500 | 206.500 | 344.00 | 71,036.00 | |||
| 2210 | CONCRETE-CLASS AA | 08104 | CUYD | 318.00 | 318.000 | 318.000 | 318.000 | 397.00 | 126,246.00 | |||
| 2220 | STEEL REINFORCEMENT | 08150 | LB | 23,938.00 | 23,938.000 | 23,938.000 | 23,938.000 | 0.92 | 22,022.96 | |||
| 2230 | STEEL REINF-EPOXY COATED | 08151 | LB | 85,985.00 | 85,985.000 | 85,985.000 | 85,985.000 | 0.96 | 82,545.60 | |||
| 2240 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 1,013.30 | 1,013.300 | 1,013.300 | 1,013.300 | 271.00 | 274,604.30 | |||
| 2250 | RAIL SYSTEM TYPE III | 21532ED | LF | 515.00 | 515.000 | 515.000 | 515.000 | 60.00 | 30,900.00 | |||
| 8012 | WATERPROOF JOINT MATERIAL | 23153EC | SQYD | 0.00 | 11.000 | 11.000 | 11.000 | 101.70 | 1,118.70 | |||
| 8024 | CRUSHED AGGREGATE SLOPE PROT II | 08020 | TON | 0.00 | 142.710 | 142.710 | 142.710 | 219.05 | 31,260.62 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0010 BRIDGE | |||||||
| 2260 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 69.00 | 69.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 2270 | FOUNDATION PREPARATION 26134 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 2280 | CONCRETE-CLASS A | 08100 | CUYD | 46.60 | 46.600 | 46.600 | 46.600 | 344.00 | 16,030.40 | |||
| 2290 | STEEL REINFORCEMENT | 08150 | LB | 4,741.00 | 4,741.000 | 4,741.000 | 4,741.000 | 0.92 | 4,361.72 | |||
| 2300 | LIGHTWEIGHT FILL | 20602EC | CUYD | 191.00 | 191.000 | 191.000 | 191.000 | 214.00 | 40,874.00 | |||
| 8002 | FOUNDATION PREPARATION 26134 (w/o Concrete Removal) | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,597.48 | 4,597.48 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0011 BRIDGE | |||||||
| 2310 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 79.00 | 79.000 | -0.349 | 79.000 | 78.651 | 35.00 | -12.21 | 2,752.78 | |
| 2320 | FOUNDATION PREPARATION 26135 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 2330 | CONCRETE-CLASS A | 08100 | CUYD | 106.30 | 106.300 | 106.300 | 106.300 | 344.00 | 36,567.20 | |||
| 2340 | STEEL REINFORCEMENT | 08150 | LB | 12,685.00 | 12,685.000 | 12,685.000 | 12,685.000 | 0.92 | 11,670.20 | |||
| 2350 | LIGHTWEIGHT FILL | 20602EC | CUYD | 438.00 | 438.000 | 438.000 | 438.000 | 214.00 | 93,732.00 | |||
| 8003 | FOUNDATION PREPARATION 26135 (w/o Concrete Removal) | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,047.57 | 6,047.57 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0012 BRIDGE | |||||||
| 2360 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 118.00 | 118.000 | 118.000 | 118.000 | 35.00 | 4,130.00 | |||
| 2370 | FOUNDATION PREPARATION 26136 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 2380 | CONCRETE-CLASS A | 08100 | CUYD | 69.70 | 69.700 | 69.700 | 69.700 | 344.00 | 23,976.80 | |||
| 2390 | STEEL REINFORCEMENT | 08150 | LB | 7,039.00 | 7,039.000 | 7,039.000 | 7,039.000 | 0.92 | 6,475.88 | |||
| 2400 | LIGHTWEIGHT FILL | 20602EC | CUYD | 721.00 | 721.000 | 721.000 | 721.000 | 214.00 | 154,294.00 | |||
| 8004 | FOUNDATION PREPARATION 26136 (w/o Concrete Removal) | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,778.76 | 3,778.76 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0013 BRIDGE | |||||||
| 2410 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 150.00 | 150.000 | 190.600 | 190.600 | 35.00 | 6,671.00 | |||
| 2420 | FOUNDATION PREPARATION 26137 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 2430 | CONCRETE-CLASS A | 08100 | CUYD | 168.00 | 168.000 | 168.000 | 168.000 | 344.00 | 57,792.00 | |||
| 2440 | STEEL REINFORCEMENT | 08150 | LB | 21,656.00 | 21,656.000 | 21,656.000 | 21,656.000 | 0.92 | 19,923.52 | |||
| 2450 | LIGHTWEIGHT FILL | 20602EC | CUYD | 326.00 | 326.000 | 326.000 | 326.000 | 214.00 | 69,764.00 | |||
| 8005 | FOUNDATION PREPARATION 26137 (w/o Concrete Removal) | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,282.67 | 6,282.67 | |||
| Project | DE04100750749 | Fed/State Project Number | IM-NH 75-6 (95) 146 | Category | 0014 TRAINEES | |||||||
| 2460 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS | 02742 | HOUR | 2,000.00 | 2,000.000 | 1,185.000 | 1,185.000 | 1.00 | 1,185.00 | |||
| SUBTOT | $65,932.59 |
$55,288,669.82 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1560-1-0I |
I BEAM TYP 5 | LF |
943.30 | 0009 | $169.490000 | $151,885.92 | ||||||
1710-1-0I |
I BEAM TYP 5 | LF |
959.30 | 0009 | $169.490000 | $154,462.17 | ||||||
1860-1-0I |
I BEAM, TYPE 4 | LF |
927.30 | 0009 | $145.050400 | $127,779.97 | ||||||
2010-1-0I |
I BEAM, TYPE 4 | LF |
927.30 | 0009 | $145.050000 | $127,779.62 | ||||||
2240-1-0I |
I BEAM TYP 5 | LF |
1,013.30 | 0009 | $169.565400 | $163,229.58 | ||||||
1650-1-0I |
PILES | LF |
163.00 | 0010 | $35.140000 | $5,441.43 | ||||||
1660-1-0I |
PILE POINTS | EACH |
12.00 | 0010 | $85.670000 | $976.64 | ||||||
1800-1-0I |
PILES | LF |
388.00 | 0010 | $34.850000 | $12,845.71 | ||||||
1810-1-0I |
PILE POINTS | EACH |
14.00 | 0010 | $85.670000 | $1,139.41 | ||||||
1950-1-0I |
PILES | LF |
193.00 | 0010 | $34.850000 | $6,389.75 | ||||||
1960-1-0I |
PILE POINTS | EACH |
7.00 | 0010 | $85.670000 | $569.71 | ||||||
1640-1-0I |
PILES | LF |
36.00 | 0011 | $35.140000 | $1,201.79 | ||||||
1790-1-0I |
PILES | LF |
69.00 | 0011 | $34.850000 | $2,284.42 | ||||||
1940-1-0I |
PILES | LF |
35.00 | 0011 | $34.850000 | $1,158.76 | ||||||
0600-1-0I |
GDRAIL GALV AW .109 | LF |
61,900.00 | 0012 | $10.320000 | $606,867.60 | ||||||
1030-1-0I |
BUILDING INCIDENTAL | SQYD |
110,000.00 | 0020 | $0.050000 | $5,225.00 | ||||||
1060-1-0I |
STRAW | SQYD |
354,200.00 | 0020 | $0.050000 | $16,824.50 | ||||||
1060-1-1I |
STRAW | SQYD |
873,400.00 | 0022 | $0.050000 | $41,486.50 | ||||||
1060-2-0I |
STRAW | SQYD |
220,000.00 | 0035 | $0.050000 | $10,450.00 | ||||||
1060-3-1I |
STRAW | SQYD |
222,200.00 | 0036 | $0.050000 | $10,554.50 | ||||||
1940-1-0A |
PILES | LF |
35.00 | 0013 | $34.850000 | $-1,158.76 | ||||||
1950-1-0A |
PILES | LF |
193.00 | 0013 | $34.850000 | $-6,389.75 | ||||||
1960-1-0A |
PILE POINTS | EACH |
7.00 | 0013 | $85.670000 | $-569.71 | ||||||
1790-1-0A |
PILES | LF |
69.00 | 0014 | $34.850000 | $-2,284.42 | ||||||
1800-1-0A |
PILES | LF |
366.15 | 0014 | $34.850000 | $-12,122.31 | ||||||
1810-1-0A |
PILE POINTS | EACH |
7.00 | 0014 | $85.670000 | $-569.71 | ||||||
1640-1-0A |
PILES | LF |
36.00 | 0015 | $35.140000 | $-1,201.79 | ||||||
1650-1-0A |
PILES | LF |
81.67 | 0015 | $35.140000 | $-2,726.39 | ||||||
1660-1-0A |
PILE POINTS | EACH |
6.00 | 0015 | $85.670000 | $-488.32 | ||||||
1860-1-0A |
I BEAM, TYPE 4 | LF |
927.30 | 0015 | $145.050400 | $-127,779.97 | ||||||
1650-1-0A |
PILES | LF |
81.33 | 0016 | $35.140000 | $-2,715.04 | ||||||
1660-1-0A |
PILE POINTS | EACH |
6.00 | 0016 | $85.670000 | $-488.32 | ||||||
2010-1-0A |
I BEAM, TYPE 4 | LF |
927.30 | 0016 | $145.050000 | $-127,779.62 | ||||||
1560-1-0A |
I BEAM TYP 5 | LF |
943.30 | 0018 | $169.490000 | $-151,885.92 | ||||||
1710-1-0A |
I BEAM TYP 5 | LF |
959.30 | 0018 | $169.490000 | $-154,462.17 | ||||||
2240-1-0A |
I BEAM TYP 5 | LF |
1,013.30 | 0019 | $169.565400 | $-163,229.58 | ||||||
1060-1-0A |
STRAW | SQYD |
68,119.47 | 0020 | $0.050000 | $-3,235.67 | ||||||
0600-1-0A |
GDRAIL GALV AW .109 | LF |
548.50 | 0021 | $10.320000 | $-5,377.49 | ||||||
1030-1-0A |
BUILDING INCIDENTAL | SQYD |
110,000.00 | 0021 | $0.050000 | $-5,225.00 | ||||||
1810-1-0A |
PILE POINTS | EACH |
7.00 | 0021 | $85.670000 | $-569.71 | ||||||
1060-1-0A |
STRAW | SQYD |
7,025.00 | 0022 | $0.050000 | $-333.69 | ||||||
0600-1-0A |
GDRAIL GALV AW .109 | LF |
13,762.50 | 0023 | $10.320000 | $-134,927.55 | ||||||
1060-1-0A |
STRAW | SQYD |
14,872.77 | 0023 | $0.050000 | $-706.46 | ||||||
1060-1-0A |
STRAW | SQYD |
138,922.80 | 0024 | $0.050000 | $-6,598.83 | ||||||
0600-1-0A |
GDRAIL GALV AW .109 | LF |
1,531.45 | 0025 | $10.320000 | $-15,014.34 | ||||||
1060-1-0A |
STRAW | SQYD |
-1,500.00 | 0025 | $0.050000 | $71.25 | ||||||
1060-1-1A |
STRAW | SQYD |
68,995.63 | 0027 | $0.050000 | $-3,277.29 | ||||||
1060-1-0A |
STRAW | SQYD |
126,759.95 | 0027 | $0.050000 | $-6,021.10 | ||||||
0600-1-0A |
GDRAIL GALV AW .109 | LF |
6,025.00 | 0028 | $10.320000 | $-59,069.10 | ||||||
1060-1-1A |
STRAW | SQYD |
32,441.67 | 0028 | $0.050000 | $-1,540.98 | ||||||
0600-1-0A |
GDRAIL GALV AW .109 | LF |
725.00 | 0029 | $10.320000 | $-7,107.90 | ||||||
1060-2-0A |
STRAW | SQYD |
-4,700.00 | 0038 | $0.050000 | $223.25 | ||||||
1060-1-1A |
STRAW | SQYD |
-4,700.00 | 0038 | $0.050000 | $223.25 | ||||||
1060-3-1A |
STRAW | SQYD |
-4,700.00 | 0038 | $0.050000 | $223.25 | ||||||
1060-3-1A |
STRAW | SQYD |
226,900.00 | 0039 | $0.050000 | $-10,777.75 | ||||||
1060-2-0A |
STRAW | SQYD |
224,700.00 | 0039 | $0.050000 | $-10,673.25 | ||||||
1060-1-1A |
STRAW | SQYD |
232,564.94 | 0039 | $0.050000 | $-11,046.83 | ||||||
0600-1-0A |
GDRAIL GALV AW .109 | LF |
8,825.00 | 0042 | $10.320000 | $-86,520.30 | ||||||
1060-1-1A |
STRAW | SQYD |
71,605.00 | 0042 | $0.050000 | $-3,401.24 | ||||||
0600-1-0A |
GDRAIL GALV AW .109 | LF |
5,012.50 | 0043 | $10.320000 | $-49,142.55 | ||||||
0600-1-0A |
GDRAIL GALV AW .109 | LF |
25,470.05 | 0056 | $10.320000 | $-249,708.37 | ||||||
1060-11C |
STRAW | SQYD |
0.00 | 0045 | $0.047500 | $-22,443.41 | ||||||
1800-10C |
PILES | LF |
0.00 | 0080 | $33.107500 | $-723.40 | ||||||
| SUBTOT | $-0.01 |
|||||||||||