|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/24/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071151 | Estimate Number | 0081 | Estimate Type FINAL | |||
| District Office | COVINGTON (06380) Graves, Matthew S. | ||||||
| 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 | 11/14/2012 TO 06/02/2014 | ||||||
| Date Approved | 06/24/2014 | ||||||
| Primary Proj Number | DE04100750751 | ||||||
| Project No. | IM-NH 75-6 (96) | ||||||
| Primary County | GRANT | ||||||
| Name of Road | LEXINGTON-COVINGTON ROAD (I-75) | ||||||
| Description | WIDENING FROM GRANT COUNTY LINE TO THE KEEFER ROAD UNDERPASS | ||||||
| Date Let | 09/28/2007 | Formal Acceptance | 07/29/2011 | ||||
| Date Awarded | 10/05/2007 | Date Work Began | 10/15/2007 | ||||
| Date Contract Executed | 10/10/2007 | Open To Traffic | 06/04/2010 | ||||
| Date NTP Issued | 10/10/2007 | Actual Completion Date | 06/04/2010 | ||||
| Current Contract Amount | $31,661,184.72 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $31,652,711.02 |
Total Earnings | $29,815,680.84 |
$29,783,465.58 |
$32,215.26 |
|
| Percent Complete | 94.16 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $1,847,552.66 |
Gross Earnings | $29,815,680.83 |
$29,783,465.57 |
$32,215.26 |
|
| Total Change Orders | $8,473.70 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $29,813,632.06 |
$29,781,416.80 |
$32,215.26 |
|||
| Contract Id | 071151 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0081 | Project Number | IM-NH 75-6 (96) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 11/14/2012 TO 06/02/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Revised Base Failure Repair | Approved | 02/11/2008 | $-0.91 | 0.0 | |||||
| 002 | Revised Temporary Barrier Wall Price | Approved | 07/10/2008 | $-12,995.80 | 0.0 | |||||
| 003 | Change from PG 76-22 to PG 64-22 | Approved | 10/15/2008 | $-152,339.03 | 0.0 | |||||
| 004 | Temporary Lighting | Approved | 06/29/2009 | $38,526.28 | 1.0 | |||||
| 005 | Change back from PG 64-22 to PG 76-22 | Approved | 08/24/2009 | $125,337.35 | 0.0 | |||||
| 006 | Signing items and Removing structure | Approved | 10/16/2009 | $22,452.90 | 1.0 | |||||
| 007 | Sign Support changes and striping items | Approved | 02/25/2010 | $3,490.77 | 1.0 | |||||
| 008 | Non Spec Material Override | Approved | 02/01/2010 | $0.00 | 0.0 | |||||
| 009 | Pavement Striping | Approved | 06/07/2010 | $8,257.50 | 1.0 | |||||
| 010 | Rideability Override | Approved | 08/04/2010 | $0.00 | 0.0 | |||||
| 011 | Additional items for Corrective Work Pipe at Ragtown Rd | Approved | 11/01/2011 | $-24,255.36 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE04100750751 | 0750 | FABRIC-GEOTEXTILE TYPE IV | NON-SPEC MATERIAL DEDUCTION | 0012 | 0.00 |
$0.00 |
$-2,048.77 |
||
| Contract Id | 071151 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04100750751 | |||||||
| Estimate Nbr | 0081 | Period | 11/14/2012 TO 06/02/2014 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | 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 | 107,448.00 | 107,448.000 | 111,644.160 | 111,644.160 | 15.00 | 1,674,662.40 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 41,908.00 | 41,908.000 | 0.000 | 0.000 | 2.38 | 0.00 | |||
| 0030 | LIME | 00014 | TON | 1,404.00 | 1,404.000 | 0.000 | 0.000 | 133.01 | 0.00 | |||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 49,850.00 | 49,850.000 | 59,492.220 | 59,492.220 | 32.00 | 1,903,751.04 | |||
| 0050 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 35,144.00 | 35,144.000 | 23,142.960 | 23,142.960 | 29.20 | 675,774.43 | |||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 128.00 | 128.000 | 143.800 | 143.800 | 115.26 | 16,574.38 | |||
| 0070 | ASPHALT SEAL AGGREGATE | 00100 | TON | 776.00 | 776.000 | 716.420 | 716.420 | 64.35 | 46,101.62 | |||
| 0080 | LEVELING & WEDGING PG64-22 | 00190 | TON | 62,471.00 | 62,471.000 | 25,690.810 | 25,690.810 | 29.00 | 745,033.49 | |||
| 0090 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 17,205.00 | 17,205.000 | 26,517.160 | 26,517.160 | 40.58 | 1,076,066.35 | |||
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 15,958.00 | 15,958.000 | 17,930.550 | 17,930.550 | 40.00 | 717,222.00 | |||
| 0110 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 99,914.00 | 99,914.000 | 97,926.270 | 97,926.270 | 39.00 | 3,819,124.53 | |||
| 0120 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 28,434.00 | 1,544.280 | 2,510.220 | 2,510.220 | 40.00 | 100,408.80 | |||
| 0130 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 56.19 | 56.190 | 86.020 | 86.020 | 470.82 | 40,499.93 | |||
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 210,616.00 | 210,616.000 | 170,847.810 | 170,847.810 | 1.79 | 305,817.57 | |||
| 0150 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,929.00 | 6,929.000 | 8,272.800 | 8,272.800 | 47.94 | 396,598.03 | |||
| 0160 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 10,882.00 | 0.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0170 | ASPHALT CURING SEAL | 00358 | TON | 182.00 | 182.000 | 106.060 | 106.060 | 329.60 | 34,957.37 | |||
| 0180 | ENTRANCE PIPE-18 INCH | 00441 | LF | 114.00 | 114.000 | 125.000 | 125.000 | 38.50 | 4,812.50 | |||
| 0190 | CULVERT PIPE-15 INCH | 00461 | LF | 7.00 | 7.000 | 7.000 | 7.000 | 96.50 | 675.50 | |||
| 0200 | CULVERT PIPE-18 INCH | 00462 | LF | 385.00 | 385.000 | 411.500 | 411.500 | 77.25 | 31,788.37 | |||
| 0210 | CULVERT PIPE-24 INCH | 00464 | LF | 658.00 | 658.000 | 1,205.000 | 1,205.000 | 91.00 | 109,655.00 | |||
| 0220 | CULVERT PIPE-30 INCH | 00466 | LF | 118.00 | 118.000 | 118.000 | 118.000 | 101.25 | 11,947.50 | |||
| 0230 | CULVERT PIPE-42 INCH | 00469 | LF | 106.00 | 106.000 | 106.000 | 106.000 | 122.25 | 12,958.50 | |||
| 0240 | CULVERT PIPE-48 INCH | 00470 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 152.75 | 10,692.50 | |||
| 0250 | CULVERT PIPE-60 INCH | 00472 | LF | 182.00 | 182.000 | 176.000 | 176.000 | 190.00 | 33,440.00 | |||
| 0260 | CULVERT PIPE-72 INCH | 00474 | LF | 131.00 | 131.000 | 131.000 | 131.000 | 272.75 | 35,730.25 | |||
| 0270 | STORM SEWER PIPE-18 INCH | 00522 | LF | 495.00 | 495.000 | 521.000 | 521.000 | 67.00 | 34,907.00 | |||
| 0280 | STORM SEWER PIPE-24 INCH | 00524 | LF | 73.00 | 73.000 | 48.000 | 48.000 | 97.25 | 4,668.00 | |||
| 0290 | PERFORATED PIPE-4 INCH | 01000 | LF | 34,451.00 | 34,451.000 | 27,843.000 | 27,843.000 | 3.47 | 96,615.21 | |||
| 0300 | PERFORATED PIPE-6 INCH | 01001 | LF | 45,403.00 | 45,403.000 | 43,323.000 | 43,323.000 | 4.45 | 192,787.35 | |||
| 0310 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,794.00 | 2,794.000 | 1,038.000 | 1,038.000 | 13.73 | 14,251.74 | |||
| 0320 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 561.00 | 561.000 | 951.000 | 951.000 | 16.10 | 15,311.10 | |||
| 0330 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,076.75 | 14,076.75 | |||
| 0340 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 28.00 | 28.000 | 14.000 | 14.000 | 664.15 | 9,298.10 | |||
| 0350 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 679.98 | 3,399.90 | |||
| 0360 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 55.00 | 55.000 | 28.000 | 28.000 | 679.98 | 19,039.44 | |||
| 0370 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | EACH | 26.00 | 26.000 | 21.000 | 21.000 | 679.98 | 14,279.58 | |||
| 0380 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 679.98 | 2,719.92 | |||
| 0390 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 679.98 | 2,719.92 | |||
| 0400 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 679.98 | 1,359.96 | |||
| 0410 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 679.98 | 2,719.92 | |||
| 0420 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,100.00 | 5,500.00 | |||
| 0430 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 2,100.00 | 10,500.00 | |||
| 0440 | DROP BOX INLET TYPE 1 | 01490 | EACH | 20.00 | 20.000 | 22.000 | 22.000 | 3,300.00 | 72,600.00 | |||
| 0450 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,700.00 | 3,700.00 | |||
| 0460 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,750.00 | 7,500.00 | |||
| 0470 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0480 | CONC MED BARR BOX INLET TY 12B1 | 01608 | EACH | 16.00 | 16.000 | 17.000 | 17.000 | 5,500.00 | 93,500.00 | |||
| 0490 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0500 | JUNCTION BOX-30 INCH | 01644 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 0510 | JUNCTION BOX-48 INCH | 01647 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0520 | JUNCTION BOX-60 INCH | 01649 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 0530 | ISLAND CURB AND GUTTER | 01825 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 35.00 | 7,000.00 | |||
| 0540 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 560.00 | 560.000 | 234.000 | 234.000 | 5.00 | 1,170.00 | |||
| 0550 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 539.00 | 539.000 | 636.000 | 636.000 | 5.00 | 3,180.00 | |||
| 0560 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 67,728.00 | 67,728.000 | 59,760.000 | 59,760.000 | 2.00 | 119,520.00 | |||
| 0570 | JPC PAVEMENT-8 INCH | 02084 | SQYD | 222.00 | 222.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0580 | TEMPORARY DITCH | 02159 | LF | 46,554.00 | 46,554.000 | 3,050.000 | 3,050.000 | 1.75 | 5,337.50 | |||
| 0590 | ROADWAY EXCAVATION | 02200 | CUYD | 525,089.00 | 525,089.000 | 514,775.500 | 514,775.500 | 4.50 | 2,316,489.75 | |||
| 0600 | GRANULAR EMBANKMENT | 02223 | CUYD | 11,422.00 | 11,422.000 | 7,134.930 | 7,134.930 | 28.00 | 199,778.04 | |||
| 0610 | WATER | 02242 | MGAL | 8,818.00 | 8,818.000 | 612.000 | 612.000 | 0.01 | 6.12 | |||
| 0620 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 40,600.00 | 40,600.000 | 40,966.250 | 40,966.250 | 17.90 | 733,295.87 | |||
| 0630 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1.11 | 1.11 | |||
| 0640 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 55.42 | 55.42 | |||
| 0650 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,216.81 | 13,300.86 | |||
| 0660 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 31.00 | 31.000 | 31.000 | 31.000 | 482.16 | 14,946.96 | |||
| 0670 | REMOVE GUARDRAIL | 02381 | LF | 34,058.00 | 34,058.000 | 31,496.000 | 31,496.000 | 1.34 | 42,204.64 | |||
| 0680 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 258.04 | 516.08 | |||
| 0690 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 2,092.67 | 62,780.10 | |||
| 0700 | CHANNEL LINING CLASS II | 02483 | TON | 24,955.00 | 24,955.000 | 12,044.930 | 12,044.930 | 22.65 | 272,817.66 | |||
| 0710 | CHANNEL LINING CLASS III | 02484 | TON | 27,826.00 | 27,826.000 | 9,787.150 | 9,787.150 | 23.90 | 233,912.88 | |||
| 0720 | CLEARING AND GRUBBING 133.31 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 135,000.00 | 135,000.00 | |||
| 0730 | SIGNS | 02562 | SQFT | 534.00 | 534.000 | 1,104.750 | 1,104.750 | 7.10 | 7,843.72 | |||
| 0740 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0750 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 239,215.00 | 239,215.000 | 163,108.140 | 163,108.140 | 1.55 | 252,817.61 | |||
| 0760 | RETAINING WALL-GABION | 02610 | CUYD | 2,975.40 | 2,975.400 | 2,975.400 | 2,975.400 | 100.00 | 297,540.00 | |||
| 0770 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 204,742.77 | 204,742.77 | |||
| 0780 | CROSSOVER NB STA 214+83.16 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 54,585.36 | 54,585.36 | |||
| 0790 | CROSSOVER NB STA 228+46.31 | 02655 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 39,585.36 | 0.00 | |||
| 0800 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 11,162.49 | 44,649.96 | |||
| 0810 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,091.47 | 2,091.47 | |||
| 0820 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 8,881.00 | 8,881.000 | 9,906.330 | 9,906.330 | 6.10 | 60,428.61 | |||
| 0830 | SAFELOADING | 02690 | CUYD | 48.76 | 48.760 | 46.880 | 46.880 | 220.00 | 10,313.60 | |||
| 0840 | TEMPORARY SILT FENCE | 02701 | LF | 46,554.00 | 46,554.000 | 11,200.000 | 11,200.000 | 1.40 | 15,680.00 | |||
| 0850 | SAND FOR BLOTTER | 02702 | TON | 1,305.00 | 1,305.000 | 368.740 | 368.740 | 23.38 | 8,621.14 | |||
| 0860 | SILT TRAP TYPE A | 02703 | EACH | 188.00 | 188.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0870 | SILT TRAP TYPE B | 02704 | EACH | 183.00 | 183.000 | 142.000 | 142.000 | 190.00 | 26,980.00 | |||
| 0880 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,692.00 | 1,692.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0890 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,647.00 | 1,647.000 | 64.000 | 64.000 | 34.00 | 2,176.00 | |||
| 0900 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 46,554.00 | 46,554.000 | 50.000 | 50.000 | 0.44 | 22.00 | |||
| 0910 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| 0920 | REMOVE STRUCTURE RT STA 47+10.16 TO STA 48+69.56 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| 0930 | REMOVE STRUCTURE RT STA 49+73.03 TO STA 50+86.98 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| 0940 | REMOVE STRUCTURE STA 48+98.74 TO STA 50+54.31 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 76,000.00 | 76,000.00 | |||
| 0950 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,158.96 | 6,317.92 | |||
| 0960 | CRASH CUSHION TYPE VI D | 02888 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,885.89 | 14,885.89 | |||
| 0970 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 4,943.49 | 44,491.41 | |||
| 0980 | RELOCATE CRASH CUSHION | 02898 | EACH | 21.00 | 21.000 | 13.000 | 13.000 | 1,440.93 | 18,732.09 | |||
| 0990 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 27,725.00 | 20,545.000 | 30,642.000 | 30,642.000 | 18.50 | 566,877.00 | |||
| 1000 | OPEN CUT ROADWAY | 04821 | LF | 273.00 | 273.000 | 127.000 | 127.000 | 10.00 | 1,270.00 | |||
| 1010 | EROSION CONTROL BLANKET | 05950 | SQYD | 29,150.00 | 29,150.000 | 28,462.000 | 28,462.000 | 1.19 | 33,869.78 | |||
| 1020 | TEMPORARY MULCH | 05952 | SQYD | 878,561.00 | 878,561.000 | 21,869.440 | 21,869.440 | 0.14 | 3,061.72 | |||
| 1030 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 439,279.00 | 439,279.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 1040 | TOPDRESSING FERTILIZER | 05966 | TON | 45.46 | 45.460 | 19.175 | 19.175 | 537.58 | 10,308.09 | |||
| 1050 | SEEDING AND PROTECTION | 05985 | SQYD | 878,561.00 | 878,561.000 | 386,985.940 | 386,985.940 | 0.28 | 108,356.06 | |||
| 1060 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 334,423.00 | 334,423.000 | 327,905.600 | 327,905.600 | 0.12 | 39,348.67 | |||
| 1070 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 216.00 | 216.000 | 216.000 | 216.000 | 28.65 | 6,188.40 | |||
| 1080 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 7,260.00 | 7,260.000 | 16,176.000 | 16,176.000 | 0.18 | 2,911.68 | |||
| 1090 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 160,679.00 | 160,679.000 | 274,172.000 | 274,172.000 | 0.24 | 65,801.28 | |||
| 1100 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 9,637.00 | 9,637.000 | 8,712.000 | 8,712.000 | 0.20 | 1,742.40 | |||
| 1110 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 76,985.00 | 76,985.000 | 43,454.000 | 43,454.000 | 0.64 | 27,810.56 | |||
| 1120 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 3,257.00 | 3,257.000 | 2,762.000 | 2,762.000 | 4.38 | 12,097.56 | |||
| 1130 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 11,402.00 | 11,402.000 | 6,824.000 | 6,824.000 | 1.61 | 10,986.64 | |||
| 1140 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 12,740.00 | 12,740.000 | 5,593.000 | 5,593.000 | 1.61 | 9,004.73 | |||
| 1150 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 250.00 | 250.000 | 47.000 | 47.000 | 8.31 | 390.57 | |||
| 1160 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 250.00 | 250.000 | 24.000 | 24.000 | 8.31 | 199.44 | |||
| 1170 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 27.43 | 0.00 | |||
| 1180 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 950.00 | 950.000 | 1,110.000 | 1,110.000 | 27.43 | 30,447.30 | |||
| 1190 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 125.00 | 125.000 | 124.000 | 124.000 | 27.43 | 3,401.32 | |||
| 1200 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 435.00 | 435.000 | 450.000 | 450.000 | 10.40 | 4,680.00 | |||
| 1210 | CONCRETE-CLASS A | 08100 | CUYD | 36.09 | 36.090 | 45.470 | 45.470 | 1,250.00 | 56,837.50 | |||
| 1220 | STEEL REINFORCEMENT | 08150 | LB | 1,628.00 | 1,628.000 | 1,947.720 | 1,947.720 | 1.00 | 1,947.72 | |||
| 1230 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 421,232.00 | 421,232.000 | 53,641.230 | 53,641.230 | 1.00 | 53,641.23 | |||
| 1240 | FUEL ADJUSTMENT | 10020NS | DOLL | 251,265.00 | 251,265.000 | 4,686.280 | 122,612.070 | 127,298.350 | 1.00 | 4,686.28 | 127,298.35 | |
| 1250 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 379,109.00 | 379,109.000 | 2,206.910 | 1,796,328.620 | 1,798,535.530 | 1.00 | 2,206.91 | 1,798,535.53 | |
| 1260 | BORE & JACK PIPE | 20211ES706 | LF | 917.00 | 917.000 | 717.000 | 717.000 | 410.00 | 293,970.00 | |||
| 1270 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 34,599.00 | 34,599.000 | 68,078.000 | 68,078.000 | 0.23 | 15,657.94 | |||
| 1280 | SAW CUT | 20430ED | LF | 34,599.00 | 34,599.000 | 25,725.000 | 25,725.000 | 0.66 | 16,978.50 | |||
| 1290 | SILT TRAP TYPE C | 20496NS843 | EACH | 251.00 | 251.000 | 46.000 | 46.000 | 250.00 | 11,500.00 | |||
| 1300 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 2,259.00 | 2,259.000 | 35.000 | 35.000 | 50.00 | 1,750.00 | |||
| 1310 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 283.23 | 0.00 | |||
| 1320 | PAVE STRIPING PERM-6 IN HD21A-WHITE | 21339ED | LF | 57,271.00 | 57,271.000 | 66,460.000 | 66,460.000 | 0.23 | 15,285.80 | |||
| 1330 | PAVE STRIPING PERM-6 IN HD21A-YELLOW | 21340ED | LF | 39,945.00 | 39,945.000 | 42,093.000 | 42,093.000 | 0.23 | 9,681.39 | |||
| 1340 | CONC MEDIAN BARRIER TY 12C(50) | 21430ES508 | LF | 7,507.00 | 7,507.000 | 7,568.000 | 7,568.000 | 68.72 | 520,072.96 | |||
| 1350 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1360 | OBJECT MARKER TYPE 1 | 21483ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 221.68 | 0.00 | |||
| 1370 | CLEAN OUT EXISTING PIPE | 22539EN | LF | 6,554.00 | 6,554.000 | 5,721.000 | 5,721.000 | 5.00 | 28,605.00 | |||
| 1380 | ESTIMATED BASE FAILURES | 22540EN | SQYD | 3,378.00 | 1,174.310 | 222.100 | 222.100 | 97.90 | 21,743.59 | |||
| 1390 | TURF MAT TYPE 1 | 22582EN | SQYD | 341.00 | 341.000 | 400.000 | 400.000 | 7.20 | 2,880.00 | |||
| 1400 | JUNCTION BOX-72 IN | 22619NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 1410 | CONC MED BARR BOX INLET TY 12A1-50 | 22620NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 1420 | RIFFLE STRUCTURE-GABION | 22691EN | CUYD | 71.04 | 71.040 | 16.000 | 16.000 | 100.00 | 1,600.00 | |||
| 8000 | ESTIMATED BASE FAILURES | 22540EN | SQYD | 0.00 | 2,347.300 | 2,347.300 | 2,347.300 | 91.91 | 215,740.34 | |||
| 8001 | CONCRETE BARRIER WALL TYPE 9T REVISED PRICE | 03171 | LF | 0.00 | 7,180.000 | 7,180.000 | 7,180.000 | 16.69 | 119,834.20 | |||
| 8002 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 0.00 | 11,794.110 | 11,794.110 | 11,794.110 | 36.52 | 430,720.89 | |||
| 8003 | CL4 ASPH SURF 0.38A PG64-22 Spec Year 2004 | 23128ES403 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 49.60 | 0.00 | |||
| 8006 | CL4 ASPH BASE 1.00D PG76-22 Revised 2009 | 00219 | TON | 0.00 | 15,095.610 | 15,300.730 | 15,300.730 | 40.44 | 618,761.52 | |||
| 8007 | CL4 ASPH SURF 0.38A PG76-22 REVISED 2009 | 00342 | TON | 0.00 | 10,882.000 | 12,488.430 | 12,488.430 | 55.68 | 695,355.78 | |||
| 8013 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 132.50 | 265.00 | |||
| 8014 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 196.00 | 392.00 | |||
| 8015 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -4,992.100 | -4,992.100 | 1.00 | -4,992.10 | |||
| 8016 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 0.00 | 900.000 | 906.000 | 906.000 | 2.95 | 2,672.70 | |||
| 8017 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 0.00 | 1,200.000 | 1,175.000 | 1,175.000 | 2.95 | 3,466.25 | |||
| 8018 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 0.00 | 250.000 | 138.000 | 138.000 | 3.75 | 517.50 | |||
| 8019 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 0.00 | 300.000 | 209.000 | 209.000 | 3.75 | 783.75 | |||
| 8020 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | 2,021.180 | 2,021.180 | 1.00 | 2,021.18 | |||
| 8021 | MANHOLE TYPE A | 01756 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,995.00 | 1,995.00 | |||
| 8024 | MAINTAIN & CONTROL TRAFFIC For Corrective Work | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,250.00 | 5,250.00 | |||
| 8025 | STAKING for Corrective Work | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,150.00 | 3,150.00 | |||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 1430 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,480,000.00 | 1,480,000.00 | |||
| 1440 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 448,000.95 | 22,400.04 | 448,000.95 | |
| 8022 | MOBILIZATION Mobilization for Corrective Work | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,675.00 | 3,675.00 | |||
| 8023 | DEMOBILIZATION Demobilization for Corrective Work | 02569 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,260.00 | 1,260.00 | |||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | Category | 0003 SIGNING | |||||||
| 1450 | GMSS GALV STEEL TYPE A | 06400 | LB | 17,796.00 | 17,796.000 | 16,667.680 | 16,667.680 | 1.94 | 32,335.29 | |||
| 1460 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,615.00 | 1,615.000 | 1,779.250 | 1,779.250 | 17.60 | 31,314.80 | |||
| 1470 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 232.00 | 232.000 | 248.600 | 248.600 | 9.98 | 2,481.02 | |||
| 1480 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 499.00 | 499.000 | 543.330 | 543.330 | 11.25 | 6,112.46 | |||
| 1490 | STEEL POST TYPE 2 | 06411 | LF | 740.00 | 740.000 | 1,292.000 | 1,292.000 | 4.71 | 6,085.32 | |||
| 1500 | STEEL POST MILE MARKERS | 06412 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 160.72 | 964.32 | |||
| 1510 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 40.34 | 40.340 | 43.810 | 43.810 | 492.13 | 21,560.21 | |||
| 1520 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 307.00 | 307.000 | 219.000 | 219.000 | 1.61 | 352.59 | |||
| 8008 | REMOVE STRUCTURE 80' Marathon Sign | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 12,892.02 | 12,892.02 | |||
| 8009 | GMSS GALV STEEL TYPE C | 20815ED | LB | 0.00 | 1,222.000 | 1,222.000 | 1,222.000 | 5.04 | 6,158.88 | |||
| 8010 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 0.00 | 24.000 | 32.000 | 32.000 | 141.75 | 4,536.00 | |||
| 8011 | GMSS TYPE D | 21596ND | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 314.00 | 1,256.00 | |||
| 8012 | STEEL POST TYPE 1 | 06410 | LF | 0.00 | 187.830 | 187.830 | 187.830 | 8.40 | 1,577.77 | |||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | Category | 0004 LIGHTING | |||||||
| 1530 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 31,544.11 | 410,073.43 | |||
| 1540 | POLE BASE-HIGH MAST | 04742 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 6,705.85 | 87,176.05 | |||
| 1550 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,761.28 | 13,522.56 | |||
| 1560 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 54.00 | 54.000 | 54.000 | 54.000 | 676.13 | 36,511.02 | |||
| 1570 | CONDUIT-3 1/2 INCH | 04798 | LF | 1,180.00 | 1,180.000 | 870.000 | 870.000 | 21.06 | 18,322.20 | |||
| 1580 | MARKER | 04800 | EACH | 20.00 | 20.000 | 26.000 | 26.000 | 154.07 | 4,005.82 | |||
| 1590 | TRENCHING AND BACKFILLING | 04820 | LF | 6,414.00 | 6,414.000 | 9,333.000 | 9,333.000 | 6.65 | 62,064.45 | |||
| 1600 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 8,817.00 | 8,817.000 | 8,132.000 | 8,132.000 | 6.32 | 51,394.24 | |||
| 1610 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 6,479.00 | 6,479.000 | 8,601.000 | 8,601.000 | 7.32 | 62,959.32 | |||
| 1620 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 2,466.00 | 2,466.000 | 2,650.000 | 2,650.000 | 8.31 | 22,021.50 | |||
| 1630 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 55.00 | 55.000 | 40.000 | 40.000 | 10.59 | 423.60 | |||
| 1640 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,591.44 | 30,591.44 | |||
| 1650 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 520.95 | 1,562.85 | |||
| 1660 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,052.99 | 5,264.95 | |||
| 1670 | ROCK SOUNDINGS | 20745ED | LF | 110.00 | 110.000 | 196.000 | 196.000 | 49.88 | 9,776.48 | |||
| 1680 | ROCK CORINGS | 20746ED | LF | 430.00 | 430.000 | 135.000 | 135.000 | 72.05 | 9,726.75 | |||
| 8004 | TEMPORARY LIGHTING | 20454NS835 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 16,201.30 | 16,201.30 | |||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | Category | 0005 BRIDGE | |||||||
| 1690 | FLOWABLE FILL | 02220 | CUYD | 200.00 | 200.000 | 200.000 | 200.000 | 83.00 | 16,600.00 | |||
| 1700 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 31.00 | 31.000 | 31.000 | 31.000 | 95.00 | 2,945.00 | |||
| 1710 | MASONRY COATING | 02998 | SQYD | 2,600.00 | 2,600.000 | 2,600.000 | 2,600.000 | 8.00 | 20,800.00 | |||
| 1720 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 106.00 | 106.000 | 106.000 | 106.000 | 60.00 | 6,360.00 | |||
| 1730 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 46.00 | 46.000 | 46.200 | 46.200 | 15.00 | 693.00 | |||
| 1740 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 624.00 | 624.000 | 592.950 | 592.950 | 35.00 | 20,753.25 | |||
| 1750 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 433.00 | 433.000 | 459.120 | 459.120 | 22.00 | 10,100.64 | |||
| 1760 | TEST PILES | 08033 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 60.00 | 2,160.00 | |||
| 1770 | PILES-STEEL HP14X73 | 08050 | LF | 302.00 | 302.000 | 284.340 | 284.340 | 60.00 | 17,060.40 | |||
| 1780 | PILE POINTS-14 INCH | 08095 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 110.00 | 1,100.00 | |||
| 1790 | CONCRETE-CLASS A | 08100 | CUYD | 435.00 | 435.000 | 402.800 | 402.800 | 368.00 | 148,230.40 | |||
| 1800 | CONCRETE-CLASS AA | 08104 | CUYD | 822.50 | 822.500 | 822.500 | 822.500 | 414.00 | 340,515.00 | |||
| 1810 | STEEL REINFORCEMENT | 08150 | LB | 74,006.00 | 74,006.000 | 74,006.000 | 74,006.000 | 0.90 | 66,605.40 | |||
| 1820 | STEEL REINF-EPOXY COATED | 08151 | LB | 286,596.00 | 286,596.000 | 286,596.000 | 286,596.000 | 0.95 | 272,266.20 | |||
| 1830 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 2,671.00 | 2,671.000 | 2,669.010 | 2,669.010 | 263.00 | 701,949.63 | |||
| 1840 | RAIL SYSTEM TYPE III | 21532ED | LF | 900.10 | 900.100 | 900.100 | 900.100 | 85.00 | 76,508.50 | |||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | Category | 0006 BRIDGE | |||||||
| 1850 | FLOWABLE FILL | 02220 | CUYD | 1,184.00 | 1,184.000 | 1,079.000 | 1,079.000 | 83.00 | 89,557.00 | |||
| 1860 | MASONRY COATING | 02998 | SQYD | 1,001.00 | 1,001.000 | 1,001.000 | 1,001.000 | 8.00 | 8,008.00 | |||
| 1870 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 248.00 | 248.000 | 248.000 | 248.000 | 60.00 | 14,880.00 | |||
| 1880 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 924.00 | 924.000 | 1,151.370 | 1,151.370 | 15.00 | 17,270.55 | |||
| 1890 | TEST PILES | 08033 | LF | 73.00 | 73.000 | 73.000 | 73.000 | 60.00 | 4,380.00 | |||
| 1900 | PILES-STEEL HP14X89 | 08051 | LF | 2,099.00 | 2,099.000 | 2,145.850 | 2,145.850 | 73.00 | 156,647.05 | |||
| 1910 | PILE POINTS-14 INCH | 08095 | EACH | 72.00 | 72.000 | 72.000 | 72.000 | 110.00 | 7,920.00 | |||
| 1920 | CONCRETE-CLASS A | 08100 | CUYD | 488.50 | 488.500 | 478.470 | 478.470 | 368.00 | 176,076.96 | |||
| 1930 | CONCRETE-CLASS AA | 08104 | CUYD | 357.00 | 357.000 | 357.000 | 357.000 | 414.00 | 147,798.00 | |||
| 1940 | STEEL REINF-EPOXY COATED | 08151 | LB | 107,831.00 | 107,831.000 | 107,831.000 | 107,831.000 | 0.95 | 102,439.45 | |||
| 1950 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 814.10 | 814.100 | 814.100 | 814.100 | 254.00 | 206,781.40 | |||
| 1960 | RAIL SYSTEM TYPE III | 21532ED | LF | 279.70 | 279.700 | 279.700 | 279.700 | 85.00 | 23,774.50 | |||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | Category | 0007 BRIDGE | |||||||
| 1970 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 1980 | CONCRETE-CLASS A | 08100 | CUYD | 48.80 | 48.800 | 48.800 | 48.800 | 368.00 | 17,958.40 | |||
| 1990 | STEEL REINFORCEMENT | 08150 | LB | 3,380.00 | 3,380.000 | 3,380.000 | 3,380.000 | 0.90 | 3,042.00 | |||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | Category | 0008 WATERLINE | |||||||
| 2000 | PVC PIPE-6 INCH | 03385 | LF | 350.00 | 350.000 | 58.581 | 0.000 | 58.581 | 49.88 | 2,922.02 | 2,922.02 | |
| 2010 | BEND 11.25 DEG 6 INCH | 03538 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 332.52 | 0.00 | |||
| 2020 | BEND 45 DEG 6 INCH | 03554 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 332.52 | 0.00 | |||
| 2030 | CONNECT TO 6 IN | 20559NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,216.81 | 0.00 | |||
| 2040 | CRUSHED ROCK SURFACE | 22769EC | TON | 20.00 | 20.000 | 0.000 | 0.000 | 27.71 | 0.00 | |||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | Category | 0009 TRAINEES | |||||||
| 2050 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER TRAINEE | 02742 | HOUR | 1,400.00 | 1,400.000 | 341.000 | 341.000 | 1.00 | 341.00 | |||
| 2060 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04100750751 | Fed/State Project Number | IM-NH 75-6 (96) | Category | 0010 NON PARTICIPATING FEDERAL FUNDS | |||||||
| 8005 | VAR MESSAGE SIGN-PORT 3 LINE FEDERAL NON-PARTICIPATING | 02671 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 11,162.49 | 22,324.98 | |||
| SUBTOT | $32,215.25 |
$29,815,680.66 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1760-1-0I |
TEST PILES 14 X 73 | LF |
36.00 | 0010 | $35.09000 | $1,199.94 | ||||||
1770-1-0I |
HP 14 X 73 | LF |
364.00 | 0010 | $35.090000 | $12,132.74 | ||||||
1780-1-0I |
POINTS FOR 14 X 73 | EACH |
10.00 | 0010 | $95.190000 | $825.00 | ||||||
1890-1-0I |
TEST PILES 14 X 89 | LF |
73.00 | 0010 | $42.780000 | $2,966.90 | ||||||
1900-1-0I |
HP 14 X 89 | LF |
2,617.00 | 0010 | $42.780000 | $106,361.47 | ||||||
1910-1-0I |
POINTS FOR 14 X 89 | EACH |
72.00 | 0010 | $95.190000 | $5,940.00 | ||||||
1950-1-0I |
PRECAST BOX BM | LF |
814.00 | 0010 | $180.070000 | $139,250.30 | ||||||
1830-1-0I |
PCI BM TY 5 | LF |
2,671.00 | 0014 | $176.700000 | $448,372.49 | ||||||
1530-1-0I |
HIGH MAST POLE | EACH |
13.00 | 0018 | $17822.630000 | $220,109.46 | ||||||
1530-2-0I |
HIGH MAST POLE | EACH |
13.00 | 0031 | $2398.970000 | $29,627.29 | ||||||
1560-1-0I |
HPS LUM | EACH |
54.00 | 0031 | $761.080000 | $27,363.27 | ||||||
1890-1-0A |
TEST PILES 14 X 89 | LF |
40.00 | 0012 | $42.780000 | $-1,625.70 | ||||||
1900-1-0A |
HP 14 X 89 | LF |
470.34 | 0012 | $42.780000 | $-19,115.80 | ||||||
1910-1-0A |
POINTS FOR 14 X 89 | EACH |
17.00 | 0012 | $95.190000 | $-1,402.50 | ||||||
1890-1-0A |
TEST PILES 14 X 89 | LF |
33.00 | 0013 | $42.780000 | $-1,341.20 | ||||||
1900-1-0A |
HP 14 X 89 | LF |
451.91 | 0013 | $42.780000 | $-18,366.76 | ||||||
1910-1-0A |
POINTS FOR 14 X 89 | EACH |
17.00 | 0013 | $95.190000 | $-1,402.50 | ||||||
1950-1-0A |
PRECAST BOX BM | LF |
408.00 | 0015 | $180.070000 | $-69,796.22 | ||||||
1760-1-0A |
TEST PILES 14 X 73 | LF |
36.00 | 0021 | $35.090000 | $-1,199.94 | ||||||
1770-1-0A |
HP 14 X 73 | LF |
157.26 | 0021 | $35.090000 | $-5,241.74 | ||||||
1780-1-0A |
POINTS FOR 14 X 73 | EACH |
6.00 | 0021 | $95.190000 | $-495.00 | ||||||
1830-1-0A |
PCI BM TY 5 | LF |
1,335.51 | 0024 | $176.700000 | $-224,187.92 | ||||||
1770-1-0A |
HP 14 X 73 | LF |
127.08 | 0029 | $35.090000 | $-4,235.79 | ||||||
1780-1-0A |
POINTS FOR 14 X 73 | EACH |
4.00 | 0029 | $95.190000 | $-330.00 | ||||||
1830-1-0A |
PCI BM TY 5 | LF |
1,333.50 | 0031 | $176.700000 | $-223,850.51 | ||||||
1900-1-0A |
HP 14 X 89 | LF |
753.93 | 0050 | $42.780000 | $-30,641.61 | ||||||
1910-1-0A |
POINTS FOR 14 X 89 | EACH |
20.00 | 0050 | $95.190000 | $-1,650.00 | ||||||
1900-1-0A |
HP 14 X 89 | LF |
469.67 | 0051 | $42.780000 | $-19,088.57 | ||||||
1910-1-0A |
POINTS FOR 14 X 89 | EACH |
18.00 | 0051 | $95.190000 | $-1,485.00 | ||||||
1950-1-0A |
PRECAST BOX BM | LF |
406.00 | 0052 | $180.070000 | $-69,454.08 | ||||||
1530-2-0A |
HIGH MAST POLE | EACH |
13.00 | 0061 | $2398.970000 | $-29,627.29 | ||||||
1530-1-0A |
HIGH MAST POLE | EACH |
13.00 | 0061 | $17822.630000 | $-220,109.46 | ||||||
1560-1-0A |
HPS LUM | EACH |
34.00 | 0061 | $761.080000 | $-17,228.73 | ||||||
1560-1-0A |
HPS LUM | EACH |
12.00 | 0062 | $761.080000 | $-6,080.73 | ||||||
1560-1-0A |
HPS LUM | EACH |
8.00 | 0064 | $761.080000 | $-4,053.82 | ||||||
1770-10C |
HP 14 X 73 | LF |
0.00 | 0060 | $33.331703 | $-2,655.21 | ||||||
1830-10C |
PCI BM TY 5 | LF |
0.00 | 0060 | $167.866900 | $-334.06 | ||||||
1900-10C |
HP 14 X 89 | LF |
0.00 | 0060 | $40.642518 | $-19,148.73 | ||||||
| SUBTOT | $-0.01 |
|||||||||||