|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/28/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061257 | Estimate Number | 0049 | Estimate Type FINAL | |||
| District Office | COVINGTON (06320) Keith, Jerry F. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code KY0028332 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| walton , KY , 41094 | |||||||
| Pay Period | 12/08/2012 TO 01/02/2020 | ||||||
| Date Approved | 04/21/2020 | ||||||
| Primary Proj Number | DE04100750657 | ||||||
| Project No. | IM-NH 75-6 (94) 151 | ||||||
| Primary County | GRANT | ||||||
| Name of Road | LEXINGTON-COVINGTON ROAD (I-75) | ||||||
| Description | Widening from Heekin Pike Underpass North to 0.8 Miles South of (KY 36) | ||||||
| Date Let | 10/27/2006 | Formal Acceptance | 08/10/2009 | ||||
| Date Awarded | 11/03/2006 | Date Work Began | 11/13/2006 | ||||
| Date Contract Executed | 11/06/2006 | Open To Traffic | 07/11/2008 | ||||
| Date NTP Issued | 11/06/2006 | Actual Completion Date | 07/11/2008 | ||||
| Current Contract Amount | $13,063,591.06 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,944,365.31 |
Total Earnings | $12,107,995.78 |
$12,101,363.05 |
$6,632.73 |
|
| Percent Complete | 92.26 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,011,140.08 |
Gross Earnings | $12,107,995.78 |
$12,101,363.05 |
$6,632.73 |
|
| Total Change Orders | $119,225.75 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,052,450.98 |
$12,045,818.25 |
$6,632.73 |
|||
| Contract Id | 061257 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0049 | Project Number | IM-NH 75-6 (94) 151 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 12/08/2012 TO 01/02/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Milling, Ty IVA Pave Markers, DGA Shoulder Wedge & Flow Fill | Approved | 04/02/2007 | $130,948.49 | 2.0 | |||||
| 002 | Pipe, B/W, E/T, Rel C/C, VA Pipe, DBI, Claim, Tape, Safe | Approved | 05/30/2008 | $-5.96 | 2.0 | |||||
| 003 | Rumble Strips, Y/R Pave Markers, R/W Markers, & R/W Fence | Approved | 04/29/2009 | $-0.09 | 1.0 | |||||
| 004 | Base Failure | Approved | 05/31/2011 | $-11,716.69 | 0.0 | |||||
| 005 | Liquidated Damages Override | Approved | 07/05/2012 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LANE CLOSURE ADJUSTMENT | 0002 |
$-500.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE04100750657 | 0840 | SEEDING AND PROTECTION | OTHER | 0021 | 0.00 |
$0.00 |
$-11,200.00 |
||
| DE04100750657 | 0130 | CL4 ASPH BASE 1.00D PG64-22 | OTHER | 0022 | 0.00 |
$0.00 |
$-5,000.00 |
||
| DE04100750657 | 0640 | MAINTAIN & CONTROL TRAFFIC | OTHER | 0036 | 0.00 |
$0.00 |
$-500.00 |
||
| DE04100750657 | 0640 | MAINTAIN & CONTROL TRAFFIC | OTHER | 0039 | 0.00 |
$0.00 |
$-1,500.00 |
||
| DE04100750657 | 0900 | PAVE STRIPING-THERMO-6 INCH W | OTHER | 0040 | 0.00 |
$0.00 |
$-36,000.00 |
||
| DE04100750657 | 0910 | PAVE STRIPING-THERMO-6 INCH Y | NON-SPEC MATERIAL DEDUCTION | 0046 | 0.00 |
$0.00 |
$-844.80 |
||
| Contract Id | 061257 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04100750657 | |||||||
| Estimate Nbr | 0049 | Period | 12/08/2012 TO 01/02/2020 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE04100750657 | Fed/State Project Number | IM-NH 75-6 (94) 151 | 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 | 28,754.00 | 28,754.000 | 31,602.590 | 31,602.590 | 14.00 | 442,436.26 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 54,896.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0030 | LIME | 00014 | TON | 671.00 | 356.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 16,529.00 | 16,529.000 | 17,712.000 | 17,712.000 | 35.00 | 619,920.00 | |||
| 0050 | TRAFFIC BOUND BASE | 00020 | TON | 31.00 | 31.000 | 240.400 | 240.400 | 20.90 | 5,024.36 | |||
| 0060 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 4,292.00 | 4,292.000 | 5,634.540 | 5,634.540 | 33.00 | 185,939.82 | |||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 59.00 | 59.000 | 65.770 | 65.770 | 68.00 | 4,472.36 | |||
| 0080 | ASPHALT SEAL AGGREGATE | 00100 | TON | 238.30 | 238.300 | 156.620 | 156.620 | 28.20 | 4,416.68 | |||
| 0090 | LEVELING & WEDGING PG64-22 | 00190 | TON | 5,315.00 | 5,315.000 | 4,022.010 | 4,022.010 | 49.00 | 197,078.49 | |||
| 0100 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 6,523.00 | 6,523.000 | 7,186.740 | 7,186.740 | 39.00 | 280,282.86 | |||
| 0110 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 7,026.00 | 7,026.000 | 7,359.410 | 7,359.410 | 39.00 | 287,016.99 | |||
| 0120 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 34,146.00 | 34,146.000 | 25,650.800 | 25,650.800 | 40.30 | 1,033,727.24 | |||
| 0130 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 20,728.00 | 20,728.000 | 19,470.040 | 19,470.040 | 40.00 | 778,801.60 | |||
| 0140 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 11,450.00 | 11,450.000 | 14,929.310 | 14,929.310 | 43.00 | 641,960.33 | |||
| 0150 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,499.00 | 2,499.000 | 2,585.690 | 2,585.690 | 50.00 | 129,284.50 | |||
| 0160 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 28.58 | 28.580 | 23.575 | 23.575 | 470.00 | 11,080.25 | |||
| 0170 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 464.00 | 464.000 | 682.300 | 682.300 | 63.00 | 42,984.90 | |||
| 0180 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 3,733.00 | 3,733.000 | 3,935.830 | 3,935.830 | 47.50 | 186,951.92 | |||
| 0190 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 5,849.00 | 5,849.000 | 5,617.220 | 5,617.220 | 58.00 | 325,798.76 | |||
| 0200 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 89,504.00 | 89,504.000 | 902.340 | 73,611.270 | 74,513.610 | 1.25 | 1,127.92 | 93,142.01 | |
| 0210 | ASPHALT CURING SEAL | 00358 | TON | 88.00 | 0.000 | 0.000 | 0.000 | 430.00 | 0.00 | |||
| 0220 | ENTRANCE PIPE-18 INCH | 00441 | LF | 106.00 | 106.000 | 106.000 | 106.000 | 44.00 | 4,664.00 | |||
| 0230 | ENTRANCE PIPE-24 INCH | 00443 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 50.00 | 5,000.00 | |||
| 0240 | CULVERT PIPE-24 INCH | 00464 | LF | 271.00 | 271.000 | -64.000 | 281.000 | 217.000 | 120.00 | -7,680.00 | 26,040.00 | |
| 0250 | CULVERT PIPE-36 INCH | 00468 | LF | 31.00 | 31.000 | 62.000 | 62.000 | 130.00 | 8,060.00 | |||
| 0260 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,600.00 | 1,300.000 | 1,300.000 | 1,300.000 | 47.00 | 61,100.00 | |||
| 0270 | STORM SEWER PIPE-24 INCH | 00524 | LF | 2,705.00 | 2,625.000 | 2,675.000 | 2,675.000 | 55.00 | 147,125.00 | |||
| 0280 | STORM SEWER PIPE-30 INCH | 00526 | LF | 1,007.00 | 932.000 | 100.000 | 740.000 | 840.000 | 75.00 | 7,500.00 | 63,000.00 | |
| 0290 | STORM SEWER PIPE-36 INCH | 00528 | LF | 651.00 | 350.000 | 429.000 | 429.000 | 92.00 | 39,468.00 | |||
| 0300 | PERFORATED PIPE-4 INCH | 01000 | LF | 20,536.00 | 20,536.000 | 18,944.000 | 18,944.000 | 4.00 | 75,776.00 | |||
| 0310 | PERFORATED PIPE-6 INCH | 01001 | LF | 6,897.00 | 6,897.000 | 6,841.000 | 6,841.000 | 6.00 | 41,046.00 | |||
| 0320 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 648.00 | 648.000 | 1,121.000 | 1,121.000 | 19.50 | 21,859.50 | |||
| 0330 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 0340 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 9.00 | 9.000 | 5.000 | 5.000 | 370.00 | 1,850.00 | |||
| 0350 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 27.00 | 27.000 | 24.000 | 24.000 | 370.00 | 8,880.00 | |||
| 0360 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0370 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 21.00 | 21.000 | 16.000 | 16.000 | 385.00 | 6,160.00 | |||
| 0380 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0390 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0400 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 5.000 | 5.000 | 5.000 | 3,300.00 | 16,500.00 | |||
| 0410 | JUNCTION BOX-SPECIAL | 01653 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0420 | ISLAND CURB AND GUTTER | 01825 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 30.00 | 6,000.00 | |||
| 0430 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 3.00 | 3.000 | 130.000 | 130.000 | 34.00 | 4,420.00 | |||
| 0440 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 246.00 | 246.000 | 284.000 | 284.000 | 5.00 | 1,420.00 | |||
| 0450 | INSTALL TEMP CONC MED BARR | 01992 | LF | 9,880.00 | 9,880.000 | 7,260.000 | 7,260.000 | 4.00 | 29,040.00 | |||
| 0460 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 17,230.00 | 17,230.000 | 2,840.000 | 14,160.000 | 17,000.000 | 1.00 | 2,840.00 | 17,000.00 | |
| 0470 | TEMPORARY DITCH | 02159 | LF | 5,531.00 | 5,531.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0480 | GRANULAR EMBANKMENT | 02223 | CUYD | 6,746.00 | 6,746.000 | 7,360.270 | 7,360.270 | 30.00 | 220,808.10 | |||
| 0490 | WATER | 02242 | MGAL | 2.09 | 2.090 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0500 | REMOVE FENCE | 02265 | LF | 306.00 | 306.000 | 187.000 | 187.000 | 2.90 | 542.30 | |||
| 0510 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 9,225.00 | 9,225.000 | 9,682.600 | 9,682.600 | 18.00 | 174,286.80 | |||
| 0520 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0530 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,000.00 | 16,000.00 | |||
| 0540 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 520.00 | 4,680.00 | |||
| 0550 | REMOVE GUARDRAIL | 02381 | LF | 8,788.00 | 8,788.000 | -1,132.000 | 9,921.500 | 8,789.500 | 1.30 | -1,471.60 | 11,426.35 | |
| 0560 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 17.00 | 16.000 | 16.000 | 16.000 | 2,000.00 | 32,000.00 | |||
| 0570 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 3.00 | 7.000 | 7.000 | 7.000 | 84.00 | 588.00 | |||
| 0580 | CHANNEL LINING CLASS II | 02483 | TON | 2,650.00 | 2,650.000 | 2,554.350 | 2,554.350 | 24.00 | 61,304.40 | |||
| 0590 | CHANNEL LINING CLASS III | 02484 | TON | 3,890.00 | 3,890.000 | 2,379.510 | 2,379.510 | 27.00 | 64,246.77 | |||
| 0600 | CLEARING AND GRUBBING 62.15 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0610 | SIGNS | 02562 | SQFT | 1,039.50 | 1,039.500 | 1,813.100 | 1,813.100 | 6.50 | 11,785.15 | |||
| 0620 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0630 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 54,091.00 | 54,091.000 | 40,573.970 | 40,573.970 | 1.40 | 56,803.55 | |||
| 0640 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0650 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0660 | TEMPORARY SILT FENCE | 02701 | LF | 5,531.00 | 5,531.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 0670 | SAND FOR BLOTTER | 02702 | TON | 275.00 | 275.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0680 | SILT TRAP TYPE A | 02703 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0690 | SILT TRAP TYPE B | 02704 | EACH | 70.00 | 70.000 | 90.000 | 90.000 | 185.00 | 16,650.00 | |||
| 0700 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 405.00 | 405.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0710 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 405.00 | 405.000 | 13.000 | 13.000 | 60.00 | 780.00 | |||
| 0720 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 5,531.00 | 5,531.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0730 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
| 0740 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 0750 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0760 | CRASH CUSHION TYPE VI D | 02888 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 13,500.00 | 0.00 | |||
| 0770 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 0780 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 7,816.00 | 7,816.000 | 9,426.000 | 9,426.000 | 21.00 | 197,946.00 | |||
| 0790 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0800 | EROSION CONTROL BLANKET | 05950 | SQYD | 18,387.00 | 18,387.000 | 22,030.220 | 22,030.220 | 1.30 | 28,639.28 | |||
| 0810 | TEMPORARY MULCH | 05952 | SQYD | 336,407.00 | 230,069.000 | 92,583.319 | 92,583.319 | 0.12 | 11,109.99 | |||
| 0820 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 98,805.00 | 0.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0830 | TOPDRESSING FERTILIZER | 05966 | TON | 17.40 | 17.400 | 10.620 | 10.620 | 440.00 | 4,672.80 | |||
| 0840 | SEEDING AND PROTECTION | 05985 | SQYD | 336,407.00 | 336,407.000 | 183,407.239 | 183,407.239 | 0.27 | 49,519.95 | |||
| 0850 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 33,641.00 | 33,641.000 | 189,839.135 | 189,839.135 | 0.20 | 37,967.82 | |||
| 0860 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 108.00 | 108.000 | 68.000 | 68.000 | 28.00 | 1,904.00 | |||
| 0870 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 121,817.00 | 121,817.000 | 121,635.000 | 121,635.000 | 0.24 | 29,192.40 | |||
| 0880 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 9,702.00 | 9,702.000 | 11,767.000 | 11,767.000 | 0.20 | 2,353.40 | |||
| 0890 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 34,891.00 | 34,891.000 | 22,868.000 | 22,868.000 | 0.71 | 16,236.28 | |||
| 0900 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 18,092.00 | 18,092.000 | 25,130.000 | 25,130.000 | 0.71 | 17,842.30 | |||
| 0910 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 17,230.00 | 17,230.000 | 16,278.000 | 16,278.000 | 0.69 | 11,231.82 | |||
| 0920 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 20,576.00 | 20,576.000 | 3,615.000 | 3,615.000 | 1.69 | 6,109.35 | |||
| 0930 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 20,230.00 | 20,230.000 | 4,100.000 | 4,100.000 | 1.69 | 6,929.00 | |||
| 0940 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 62.00 | 0.000 | 0.000 | 0.000 | 24.75 | 0.00 | |||
| 0950 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 408.00 | 408.000 | 421.000 | 421.000 | 24.75 | 10,419.75 | |||
| 0960 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 216.00 | 216.000 | 222.000 | 222.000 | 24.20 | 5,372.40 | |||
| 0970 | CONCRETE-CLASS A | 08100 | CUYD | 29.39 | 18.990 | -2.150 | 20.340 | 18.190 | 877.00 | -1,885.55 | 15,952.63 | |
| 0980 | STEEL REINFORCEMENT | 08150 | LB | 1,181.00 | 841.000 | -181.500 | 1,104.500 | 923.000 | 1.00 | -181.50 | 923.00 | |
| 0990 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 105,554.00 | 105,554.000 | -3,224.000 | 26,563.697 | 23,339.697 | 1.00 | -3,224.00 | 23,339.69 | |
| 1000 | FUEL ADJUSTMENT | 10020NS | DOLL | 160,641.00 | 160,641.000 | 17,356.810 | 211,654.010 | 229,010.820 | 1.00 | 17,356.81 | 229,010.82 | |
| 1010 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 178,490.00 | 178,490.000 | -1,749.360 | -143,514.410 | -145,263.770 | 1.00 | -1,749.36 | -145,263.77 | |
| 1020 | BORE & JACK PIPE | 20211ES706 | LF | 185.00 | 285.000 | 285.000 | 285.000 | 700.00 | 199,500.00 | |||
| 1030 | CONC MED BAR TY 12C2(50) | 20415ES508 | LF | 121.00 | 0.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1040 | SAW CUT | 20430ED | LF | 17,231.00 | 17,231.000 | 19,031.000 | 19,031.000 | 0.50 | 9,515.50 | |||
| 1050 | SILT TRAP TYPE C | 20496NS843 | EACH | 70.00 | 70.000 | 18.000 | 18.000 | 330.00 | 5,940.00 | |||
| 1060 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 405.00 | 405.000 | 2.000 | 2.000 | 110.00 | 220.00 | |||
| 1070 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1080 | CONC MEDIAN BARRIER TY 12C(50) | 21430ES508 | LF | 5,755.00 | 0.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 1090 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1100 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 0.340 | 0.340 | 100,000.00 | 34,000.00 | |||
| 1110 | EMBANKMENT | 21553EN | CUYD | 53,905.00 | 53,905.000 | 53,905.000 | 53,905.000 | 0.25 | 13,476.25 | |||
| 1120 | EXCAVATION | 21554EN | CUYD | 201,083.00 | 201,083.000 | 201,083.000 | 201,083.000 | 4.34 | 872,700.22 | |||
| 1130 | CONC MED BAR TY 12C1(50) | 21599EN | LF | 450.00 | 0.000 | 0.000 | 0.000 | 186.00 | 0.00 | |||
| 1140 | CONC MED BAR BOX INLET TY 12A2-50 | 21601NN | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1150 | CONC MED BAR BOX INLET TY 12B2-50 | 21602NN | EACH | 30.00 | 0.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 1160 | SHEET PILING | 21686EN | SQFT | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 8001 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 4,706.930 | 5,769.330 | 5,769.330 | 18.65 | 107,598.00 | |||
| 8002 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,050.00 | 2,050.00 | |||
| 8003 | MAINTAIN & CONTROL TRAFFIC Shoulder Milling | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | |||
| 8004 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 0.00 | 250.000 | 390.000 | 390.000 | 9.08 | 3,541.20 | |||
| 8005 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 0.00 | 250.000 | 207.000 | 207.000 | 9.08 | 1,879.56 | |||
| 8006 | D G A BASE Shoulder Wedge | 00001 | TON | 0.00 | 188.900 | 188.900 | 188.900 | 70.14 | 13,249.44 | |||
| 8009 | CONC MED BAR TY 14C(50) | 20413ES508 | LF | 0.00 | 6,524.170 | 6,525.170 | 6,525.170 | 66.31 | 432,684.02 | |||
| 8010 | CONC MED BAR TY 14C1(50) | 20414ES508 | LF | 0.00 | 309.390 | 309.390 | 309.390 | 188.31 | 58,261.23 | |||
| 8011 | CONC MEDIAN BARRIER TY 14C2(50) | 21383ES507 | LF | 0.00 | 92.000 | 59.200 | 59.200 | 122.31 | 7,240.75 | |||
| 8012 | CONC MED BARR BOX INLET TY 14A2 -50 | 01614 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 4,657.50 | 13,972.50 | |||
| 8013 | CONC MED BARR BOX INLET TY 14B2 -50 | 01615 | EACH | 0.00 | 29.000 | 29.000 | 29.000 | 6,657.50 | 193,067.50 | |||
| 8014 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | LF | 0.00 | 23.000 | 23.000 | 23.000 | 170.40 | 3,919.20 | |||
| 8015 | STEEL ENCASEMENT PIPE-30 IN | 20134EC | LF | 0.00 | 18.000 | 18.000 | 18.000 | 224.99 | 4,049.82 | |||
| 8016 | STEEL ENCASEMENT PIPE-36 INCH | 01087 | LF | 0.00 | 130.000 | 130.000 | 130.000 | 205.11 | 26,664.30 | |||
| 8017 | EW~ Salvage Cost of Pipe & Precast Box | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,995.00 | 1,995.00 | |||
| 8018 | ENTRANCE PIPE-12 INCH | 00439 | LF | 0.00 | 60.000 | 60.000 | 60.000 | 34.45 | 2,067.00 | |||
| 8019 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,378.00 | 2,756.00 | |||
| 8020 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,664.36 | 2,664.36 | |||
| 8021 | EW~ Surveying Claim | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,171.10 | 4,171.10 | |||
| 8022 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 0.00 | 500.000 | 450.000 | 450.000 | 2.92 | 1,314.00 | |||
| 8023 | SAFELOADING | 02690 | CUYD | 0.00 | 24.000 | 24.000 | 24.000 | 201.40 | 4,833.60 | |||
| 8024 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 0.00 | 28,000.000 | 27,710.000 | 27,710.000 | 0.30 | 8,313.00 | |||
| 8025 | MAINTAIN & CONTROL TRAFFIC Shoulder Rumble Strips - Sawed | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,322.02 | 2,322.02 | |||
| 8026 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 0.00 | 435.000 | 435.000 | 435.000 | 24.91 | 10,835.85 | |||
| 8027 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 0.00 | 1,100.000 | 1,100.000 | 1,100.000 | 9.26 | 10,186.00 | |||
| 8028 | MAINTAIN & CONTROL TRAFFIC MOT | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8029 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 0.00 | 2,100.000 | 2,100.000 | 2,100.000 | 1.00 | 2,100.00 | |||
| 8030 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 27.000 | 27.000 | 27.000 | 92.50 | 2,497.50 | |||
| 8031 | CL4 ASPH SURF 0.50A PG76-22 Sur | 00335 | TON | 0.00 | 27.000 | 30.500 | 30.500 | 126.00 | 3,843.00 | |||
| 8032 | REMOVE PAVEMENT | 02091 | SQYD | 0.00 | 167.000 | 167.000 | 167.000 | 30.50 | 5,093.50 | |||
| 8033 | BASE FAILURE REPAIR | 03240 | SQYD | 0.00 | 166.670 | 166.670 | 166.670 | 93.18 | 15,530.31 | |||
| 8034 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -15,200.000 | 0.000 | -15,200.000 | 1.00 | -15,200.00 | -15,200.00 | |
| Project | DE04100750657 | Fed/State Project Number | IM-NH 75-6 (94) 151 | Category | 0002 BRIDGE | |||||||
| 1170 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 203.00 | 88.000 | 88.000 | 88.000 | 30.00 | 2,640.00 | |||
| 1180 | MASONRY COATING | 02998 | SQYD | 1,230.00 | 1,230.000 | 1,230.000 | 1,230.000 | 8.00 | 9,840.00 | |||
| 1190 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 45.00 | 2,790.00 | |||
| 1200 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 210.00 | 210.000 | 184.420 | 184.420 | 30.00 | 5,532.60 | |||
| 1210 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 208.00 | 208.000 | 231.690 | 231.690 | 36.00 | 8,340.84 | |||
| 1220 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 249.00 | 249.000 | 273.910 | 273.910 | 24.00 | 6,573.84 | |||
| 1230 | TEST PILES | 08033 | LF | 30.00 | 30.000 | 33.750 | 33.750 | 44.00 | 1,485.00 | |||
| 1240 | PILES-STEEL HP12X53 | 08046 | LF | 250.00 | 250.000 | 292.050 | 292.050 | 44.00 | 12,850.20 | |||
| 1250 | PILE POINTS-12 INCH | 08094 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 100.00 | 1,000.00 | |||
| 1260 | CONCRETE-CLASS A | 08100 | CUYD | 114.80 | 114.800 | 114.800 | 114.800 | 388.00 | 44,542.40 | |||
| 1270 | CONCRETE-CLASS AA | 08104 | CUYD | 355.40 | 355.400 | 355.400 | 355.400 | 417.00 | 148,201.80 | |||
| 1280 | STEEL REINFORCEMENT | 08150 | LB | 10,629.00 | 10,629.000 | 10,629.000 | 10,629.000 | 1.00 | 10,629.00 | |||
| 1290 | STEEL REINF-EPOXY COATED | 08151 | LB | 97,093.00 | 97,093.000 | 97,093.000 | 97,093.000 | 0.80 | 77,674.40 | |||
| 1300 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,014.70 | 1,014.700 | 1,014.700 | 1,014.700 | 310.00 | 314,557.00 | |||
| 8007 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 115.000 | 115.000 | 115.000 | 85.32 | 9,811.80 | |||
| Project | DE04100750657 | Fed/State Project Number | IM-NH 75-6 (94) 151 | Category | 0003 BRIDGE | |||||||
| 1310 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 275.00 | 0.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1320 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 130.00 | 130.000 | 130.000 | 130.000 | 1,000.00 | 130,000.00 | |||
| 1330 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 1340 | MASONRY COATING | 02998 | SQYD | 1,259.00 | 1,259.000 | 1,259.000 | 1,259.000 | 8.00 | 10,072.00 | |||
| 1350 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 61.00 | 61.000 | 61.000 | 61.000 | 45.00 | 2,745.00 | |||
| 1360 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 225.00 | 225.000 | 208.230 | 208.230 | 30.00 | 6,246.90 | |||
| 1370 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 182.00 | 182.000 | 188.140 | 188.140 | 36.00 | 6,773.04 | |||
| 1380 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 256.00 | 256.000 | 216.870 | 216.870 | 24.00 | 5,204.88 | |||
| 1390 | CONCRETE-CLASS A | 08100 | CUYD | 134.20 | 134.200 | 134.200 | 134.200 | 388.00 | 52,069.60 | |||
| 1400 | CONCRETE-CLASS AA | 08104 | CUYD | 356.10 | 356.100 | 356.100 | 356.100 | 417.00 | 148,493.70 | |||
| 1410 | STEEL REINFORCEMENT | 08150 | LB | 9,132.00 | 10,288.000 | 10,288.000 | 10,288.000 | 1.00 | 10,288.00 | |||
| 1420 | STEEL REINF-EPOXY COATED | 08151 | LB | 99,410.00 | 99,410.000 | 99,410.000 | 99,410.000 | 0.80 | 79,528.00 | |||
| 1430 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1440 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,020.70 | 1,020.700 | 1,020.700 | 1,020.700 | 310.00 | 316,417.00 | |||
| 8008 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 275.000 | 275.000 | 275.000 | 85.32 | 23,463.00 | |||
| Project | DE04100750657 | Fed/State Project Number | IM-NH 75-6 (94) 151 | Category | 0004 SIGNING | |||||||
| 1450 | BARRIER MOUNTING BRACKET | 04904 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 1460 | GMSS GALV STEEL TYPE A | 06400 | LB | 2,291.00 | 2,291.000 | 2,922.260 | 2,922.260 | 3.00 | 8,766.78 | |||
| 1470 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 626.50 | 626.500 | 632.000 | 632.000 | 18.00 | 11,376.00 | |||
| 1480 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 59.00 | 59.000 | 89.250 | 89.250 | 11.00 | 981.75 | |||
| 1490 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 98.00 | 98.000 | 36.000 | 36.000 | 13.00 | 468.00 | |||
| 1500 | STEEL POST TYPE 2 | 06411 | LF | 341.00 | 341.000 | 278.000 | 278.000 | 4.00 | 1,112.00 | |||
| 1510 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 110.00 | 440.00 | |||
| 1520 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 275.00 | 1,100.00 | |||
| 1530 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 8.78 | 8.780 | 12.480 | 12.480 | 500.00 | 6,240.00 | |||
| 1540 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 352.00 | 352.000 | 352.000 | 352.000 | 2.50 | 880.00 | |||
| 1550 | ROADWAY CROSS SECTION | 20419ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1560 | GMSS GALV STEEL TYPE C | 20815ED | LB | 1,499.00 | 1,499.000 | 1,478.880 | 1,478.880 | 6.20 | 9,169.05 | |||
| 1570 | BARRIER WALL POST | 20912ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 980.00 | 0.00 | |||
| 1580 | REMOVE SIGN | 21373ND | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1.10 | 2.20 | |||
| Project | DE04100750657 | Fed/State Project Number | IM-NH 75-6 (94) 151 | Category | 0005 MOBILIZATION & DEMOBILIZATION | |||||||
| 1590 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 605,000.00 | 605,000.00 | |||
| 1600 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 184,000.00 | 9,200.00 | 184,000.00 | |
| Project | DE04100750657 | Fed/State Project Number | IM-NH 75-6 (94) 151 | Category | 0006 SIGNALIZATION | |||||||
| 1610 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 1620 | PHOTOVOTAIC POWERED SCHOOL BEACON | 21684NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
| SUBTOT | $6,632.72 |
$12,107,995.74 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1300-1-0I |
PRECAST PCI BEAM TYPE 6 | LF |
1,014.70 | 0008 | $186.56000 | $179,837.30 | ||||||
1440-1-0I |
PRECAST PCI BEAM TYPE 6 | LF |
1,020.70 | 0008 | $186.560000 | $180,900.70 | ||||||
1300-1-0A |
PRECAST PCI BEAM TYPE 6 | LF |
1,014.70 | 0009 | $186.560000 | $-179,837.30 | ||||||
1440-1-0A |
PRECAST PCI BEAM TYPE 6 | LF |
1,020.70 | 0009 | $186.560000 | $-180,900.70 | ||||||
| SUBTOT | $0.00 |
|||||||||||