|
ContID 071149 EST NO 0007 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071149 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06311) Pennington, Scott D., P.E. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | MARS ADDR SN 1 | |||||
| AND SUBSIDIARY | |||||||
| 1075 EATON DR | |||||||
| COVINGTON , KY , 41017-9655 | |||||||
| Pay Period | 01/10/2008 TO 01/24/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| 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 | |||||
| Date Awarded | 10/05/2007 | Date Work Began | 10/22/2007 | ||||
| Date Contract Executed | 10/17/2007 | Open To Traffic | |||||
| Date NTP Issued | 10/17/2007 | Actual Completion Date | |||||
| Current Contract Amount | $58,739,579.18 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $58,739,579.18 |
Total Earnings | $2,744,212.97 |
$2,720,017.54 |
$24,195.43 |
|
| Percent Complete | 4.67 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $55,995,366.21 |
Gross Earnings | $2,744,212.97 |
$2,720,017.54 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,744,212.97 |
$2,720,017.54 |
24,195.43 |
|||
| Contract Id | 071149 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0007 | Project Number | IM-NH 75-6 (95) 146 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 01/10/2008 TO 01/24/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 071149 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04100750749 | ||||||
| Estimate Nbr | 0007 | Period | 01/10/2008 TO 01/24/2008 | |||||||
| 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 | 0.000 | 0.000 | 16.77 | 0.00 | ||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 194,515.00 | 194,515.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0030 | LIME | 00014 | TON | 2,377.00 | 2,377.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 87,377.00 | 87,377.000 | 0.000 | 0.000 | 32.66 | 0.00 | ||
| 0050 | TRAFFIC BOUND BASE | 00020 | TON | 108.00 | 108.000 | 0.000 | 0.000 | 21.00 | 0.00 | ||
| 0060 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 112,320.00 | 112,320.000 | 0.000 | 0.000 | 30.10 | 0.00 | ||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 256.00 | 256.000 | 0.000 | 0.000 | 130.39 | 0.00 | ||
| 0080 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,218.99 | 1,218.990 | 0.000 | 0.000 | 41.48 | 0.00 | ||
| 0090 | LEVELING & WEDGING PG64-22 | 00190 | TON | 110,848.00 | 110,848.000 | 0.000 | 0.000 | 32.00 | 0.00 | ||
| 0100 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 19,039.00 | 19,039.000 | 0.000 | 0.000 | 37.62 | 0.00 | ||
| 0110 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 29,203.00 | 29,203.000 | 0.000 | 0.000 | 37.38 | 0.00 | ||
| 0120 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 25,581.00 | 25,581.000 | 0.000 | 0.000 | 38.56 | 0.00 | ||
| 0130 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 162,677.00 | 162,677.000 | 6,930.920 | 6,930.920 | 38.33 | 265,662.16 | ||
| 0140 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 44,146.00 | 44,146.000 | 0.000 | 0.000 | 41.78 | 0.00 | ||
| 0150 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 146.28 | 146.280 | 0.000 | 0.000 | 387.84 | 0.00 | ||
| 0160 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 304,418.00 | 304,418.000 | 6,927.760 | 6,927.760 | 2.00 | 13,855.52 | ||
| 0170 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 11,194.00 | 11,194.000 | 10.000 | 10.000 | 47.33 | 473.30 | ||
| 0180 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 17,020.00 | 17,020.000 | 0.000 | 0.000 | 58.37 | 0.00 | ||
| 0190 | ASPHALT CURING SEAL | 00358 | TON | 311.00 | 311.000 | 0.000 | 0.000 | 317.46 | 0.00 | ||
| 0200 | ENTRANCE PIPE-15 INCH | 00440 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 33.25 | 0.00 | ||
| 0210 | ENTRANCE PIPE-18 INCH | 00441 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 37.00 | 0.00 | ||
| 0220 | CULVERT PIPE-18 INCH | 00462 | LF | 1,526.00 | 1,526.000 | 0.000 | 0.000 | 88.25 | 0.00 | ||
| 0230 | CULVERT PIPE-24 INCH | 00464 | LF | 1,511.00 | 1,511.000 | 0.000 | 0.000 | 81.25 | 0.00 | ||
| 0240 | CULVERT PIPE-30 INCH | 00466 | LF | 515.00 | 515.000 | 0.000 | 0.000 | 94.75 | 0.00 | ||
| 0250 | CULVERT PIPE-36 INCH | 00468 | LF | 173.00 | 173.000 | 0.000 | 0.000 | 92.00 | 0.00 | ||
| 0260 | CULVERT PIPE-42 INCH | 00469 | LF | 138.00 | 138.000 | 0.000 | 0.000 | 111.25 | 0.00 | ||
| 0270 | PERFORATED PIPE-4 INCH | 01000 | LF | 74,977.00 | 74,977.000 | 0.000 | 0.000 | 4.39 | 0.00 | ||
| 0280 | PERFORATED PIPE-6 INCH | 01001 | LF | 73,798.00 | 73,798.000 | 0.000 | 0.000 | 5.50 | 0.00 | ||
| 0290 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 5,070.00 | 5,070.000 | 0.000 | 0.000 | 16.03 | 0.00 | ||
| 0300 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 1,119.00 | 1,119.000 | 0.000 | 0.000 | 16.24 | 0.00 | ||
| 0310 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,193.51 | 0.00 | ||
| 0320 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 385.72 | 0.00 | ||
| 0330 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 348.86 | 0.00 | ||
| 0340 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 133.00 | 133.000 | 0.000 | 0.000 | 348.86 | 0.00 | ||
| 0350 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 348.86 | 0.00 | ||
| 0360 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 348.86 | 0.00 | ||
| 0370 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 348.86 | 0.00 | ||
| 0380 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 348.86 | 0.00 | ||
| 0390 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 348.86 | 0.00 | ||
| 0400 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,225.00 | 0.00 | ||
| 0410 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | ||
| 0420 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | ||
| 0430 | DROP BOX INLET TYPE 1 | 01490 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | ||
| 0440 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | ||
| 0450 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | ||
| 0460 | JUNCTION BOX-18 INCH | 01642 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0470 | JUNCTION BOX-24 INCH | 01643 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | ||
| 0480 | JUNCTION BOX-30 INCH | 01644 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | ||
| 0490 | JUNCTION BOX-42 INCH | 01646 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | ||
| 0500 | ISLAND CURB AND GUTTER | 01825 | LF | 407.00 | 407.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0510 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 303.00 | 303.000 | 0.000 | 0.000 | 7.61 | 0.00 | ||
| 0520 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 606.00 | 606.000 | 150.000 | 150.000 | 7.61 | 1,141.50 | ||
| 0530 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 33,897.00 | 33,897.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0540 | TEMPORARY DITCH | 02159 | LF | 66,898.00 | 66,898.000 | 0.000 | 0.000 | 1.80 | 0.00 | ||
| 0550 | ROADWAY EXCAVATION | 02200 | CUYD | 1,733,237.00 | 1,733,237.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0560 | GRANULAR EMBANKMENT | 02223 | CUYD | 27,681.00 | 27,681.000 | 0.000 | 0.000 | 28.00 | 0.00 | ||
| 0570 | WATER | 02242 | MGAL | 12,350.00 | 12,350.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0580 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,562.00 | 4,562.000 | 930.000 | 0.000 | 930.000 | 5.51 | 5,124.30 | 5,124.30 |
| 0590 | REMOVE FENCE | 02265 | LF | 4,116.00 | 4,116.000 | 0.000 | 0.000 | 2.27 | 0.00 | ||
| 0600 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 63,175.00 | 63,175.000 | 0.000 | 0.000 | 15.80 | 0.00 | ||
| 0610 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 55.42 | 0.00 | ||
| 0620 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 2,261.24 | 0.00 | ||
| 0630 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,393.12 | 0.00 | ||
| 0640 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 617.09 | 0.00 | ||
| 0650 | REMOVE GUARDRAIL | 02381 | LF | 53,529.00 | 53,529.000 | 1,733.500 | 11,754.000 | 13,487.500 | 1.42 | 2,461.57 | 19,152.25 |
| 0660 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 77.00 | 77.000 | 0.000 | 0.000 | 2,076.11 | 0.00 | ||
| 0670 | CHANNEL LINING CLASS II | 02483 | TON | 32,269.00 | 32,269.000 | 0.000 | 0.000 | 23.25 | 0.00 | ||
| 0680 | CHANNEL LINING CLASS III | 02484 | TON | 38,395.00 | 38,395.000 | 0.000 | 0.000 | 28.20 | 0.00 | ||
| 0690 | CLEARING AND GRUBBING 363.61 ACRES | 02545 | LS | 1.00 | 1.000 | 0.030 | 0.000 | 0.030 | 200,000.00 | 6,000.00 | 6,000.00 |
| 0700 | SIGNS | 02562 | SQFT | 966.00 | 966.000 | 328.000 | 328.000 | 9.41 | 3,086.48 | ||
| 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 | 747,120.000 | 0.000 | 0.000 | 1.70 | 0.00 | ||
| 0750 | RETAINING WALL-GABION | 02610 | CUYD | 3,975.00 | 3,975.000 | 0.000 | 0.000 | 148.00 | 0.00 | ||
| 0760 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.020 | 0.090 | 0.110 | 301,730.65 | 6,034.61 | 33,190.37 |
| 0780 | CROSSOVER STA 547+26 | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,539.18 | 0.00 | ||
| 0790 | CROSSOVER STA 651+65 | 02655 | LS | 1.00 | 1.000 | 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 | 7,119.110 | 7,119.110 | 7.41 | 52,752.60 | ||
| 0830 | SAFELOADING | 02690 | CUYD | 197.00 | 197.000 | 0.000 | 0.000 | 220.00 | 0.00 | ||
| 0840 | TEMPORARY SILT FENCE | 02701 | LF | 66,898.00 | 66,898.000 | 0.000 | 0.000 | 1.80 | 0.00 | ||
| 0850 | SAND FOR BLOTTER | 02702 | TON | 972.00 | 972.000 | 0.000 | 0.000 | 26.60 | 0.00 | ||
| 0860 | SILT TRAP TYPE A | 02703 | EACH | 372.00 | 372.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0870 | SILT TRAP TYPE B | 02704 | EACH | 366.00 | 366.000 | 0.000 | 0.000 | 205.00 | 0.00 | ||
| 0880 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3,348.00 | 3,348.000 | 0.000 | 0.000 | 70.00 | 0.00 | ||
| 0890 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3,294.00 | 3,294.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0900 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 66,898.00 | 66,898.000 | 0.000 | 0.000 | 0.45 | 0.00 | ||
| 0910 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.020 | 0.020 | 0.040 | 228,747.65 | 4,574.95 | 9,149.90 |
| 0920 | REMOVE STRUCTURE STA 46+50.34 TO STA 48+09.68 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 154,000.00 | 0.00 | ||
| 0930 | REMOVE STRUCTURE STA 46+61.19 TO STA 48+12.78 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 154,000.00 | 0.00 | ||
| 0940 | REMOVE STRUCTURE STA 46+93.59 TO STA 47+98.24 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 154,000.00 | 0.00 | ||
| 0950 | REMOVE STRUCTURE STA 49+68.77 TO STA 50+88.08 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 154,000.00 | 0.00 | ||
| 0960 | REMOVE STRUCTURE STA 49+74.43 TO STA 50+83.60 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 154,000.00 | 0.00 | ||
| 0970 | REMOVE STRUCTURE STA 50+64.07 TO STA 52+23.48 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 154,000.00 | 0.00 | ||
| 0980 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,663.20 | 0.00 | ||
| 0990 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 12.00 | 12.000 | 2.000 | 2.000 | 8,365.00 | 16,730.00 | ||
| 1000 | RELOCATE CRASH CUSHION | 02898 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 1010 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 35,832.00 | 35,832.000 | 25,614.000 | 25,614.000 | 18.50 | 473,859.00 | ||
| 1020 | EROSION CONTROL BLANKET | 05950 | SQYD | 53,669.00 | 53,669.000 | 0.000 | 0.000 | 1.34 | 0.00 | ||
| 1030 | TEMPORARY MULCH | 05952 | SQYD | 1,773,391.00 | 1,773,391.000 | 0.000 | 0.000 | 0.10 | 0.00 | ||
| 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 | 0.000 | 0.000 | 426.33 | 0.00 | ||
| 1060 | SEEDING AND PROTECTION | 05985 | SQYD | 1,759,848.00 | 1,759,848.000 | 0.000 | 0.000 | 0.25 | 0.00 | ||
| 1070 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 175,984.00 | 175,984.000 | 0.000 | 0.000 | 0.17 | 0.00 | ||
| 1080 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 263.00 | 263.000 | 0.000 | 0.000 | 23.87 | 0.00 | ||
| 1090 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 12,590.00 | 12,590.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 1100 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 302,769.00 | 302,769.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 1110 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 18,590.00 | 18,590.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 1120 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 132,255.00 | 132,255.000 | 0.000 | 0.000 | 0.31 | 0.00 | ||
| 1130 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,094.00 | 5,094.000 | 0.000 | 0.000 | 2.73 | 0.00 | ||
| 1140 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,970.00 | 4,970.000 | 0.000 | 0.000 | 2.73 | 0.00 | ||
| 1150 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 250.00 | 250.000 | 0.000 | 0.000 | 3.69 | 0.00 | ||
| 1160 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 250.00 | 250.000 | 0.000 | 0.000 | 3.69 | 0.00 | ||
| 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 | 0.000 | 0.000 | 19.61 | 0.00 | ||
| 1190 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 757.00 | 757.000 | 230.000 | 230.000 | 3.82 | 878.60 | ||
| 1210 | CONCRETE-CLASS A | 08100 | CUYD | 36.33 | 36.330 | 0.000 | 0.000 | 1,540.00 | 0.00 | ||
| 1220 | STEEL REINFORCEMENT | 08150 | LB | 1,288.50 | 1,288.500 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 1240 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 839,416.00 | 839,416.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1250 | FUEL ADJUSTMENT | 10020NS | DOLL | 543,045.00 | 543,045.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1260 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 755,474.00 | 755,474.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1270 | BORE & JACK PIPE | 20211ES706 | LF | 521.00 | 521.000 | 0.000 | 0.000 | 350.00 | 0.00 | ||
| 1280 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 60,580.00 | 60,580.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1290 | SAW CUT | 20430ED | LF | 60,580.00 | 60,580.000 | 0.000 | 0.000 | 0.41 | 0.00 | ||
| 1300 | SILT TRAP TYPE C | 20496NS843 | EACH | 428.00 | 428.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 1310 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 3,852.00 | 3,852.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 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 | 0.000 | 0.000 | 0.19 | 0.00 | ||
| 1340 | PAVE STRIPING PERM-6 IN HD21A-YELLOW | 21340ED | LF | 58,780.00 | 58,780.000 | 0.000 | 0.000 | 0.19 | 0.00 | ||
| 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 | ||||||||||