|
ContID 071151 EST NO 0008 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071151 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06317) Young, Brian C. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | MARS ADDR SN 1 | |||||
| AND SUBSIDIARY | |||||||
| 1075 EATON DR | |||||||
| COVINGTON , KY , 41017-9655 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| 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 | |||||
| Date Awarded | 10/05/2007 | Date Work Began | 10/15/2007 | ||||
| Date Contract Executed | 10/10/2007 | Open To Traffic | |||||
| Date NTP Issued | 10/10/2007 | Actual Completion Date | |||||
| Current Contract Amount | $31,652,711.02 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $31,652,711.02 |
Total Earnings | $2,072,871.41 |
$2,019,257.37 |
$53,614.04 |
|
| Percent Complete | 6.55 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $29,579,839.61 |
Gross Earnings | $2,072,871.41 |
$2,019,257.37 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,072,871.41 |
$2,019,257.37 |
53,614.04 |
|||
| Contract Id | 071151 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0008 | Project Number | IM-NH 75-6 (96) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 01/11/2008 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Revised Base Failure Repair | Pending | 0 | $-0.91 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 071151 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE04100750751 | ||||||
| Estimate Nbr | 0008 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| 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 | 12,145.520 | 12,145.520 | 15.00 | 182,182.80 | ||
| 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 | 0.000 | 0.000 | 32.00 | 0.00 | ||
| 0050 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 35,144.00 | 35,144.000 | 0.000 | 0.000 | 29.20 | 0.00 | ||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 128.00 | 128.000 | 0.000 | 0.000 | 115.26 | 0.00 | ||
| 0070 | ASPHALT SEAL AGGREGATE | 00100 | TON | 776.00 | 776.000 | 0.000 | 0.000 | 64.35 | 0.00 | ||
| 0080 | LEVELING & WEDGING PG64-22 | 00190 | TON | 62,471.00 | 62,471.000 | 0.000 | 0.000 | 29.00 | 0.00 | ||
| 0090 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 17,205.00 | 17,205.000 | 0.000 | 0.000 | 40.58 | 0.00 | ||
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 15,958.00 | 15,958.000 | 15,863.040 | 15,863.040 | 40.00 | 634,521.60 | ||
| 0110 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 99,914.00 | 99,914.000 | 0.000 | 0.000 | 39.00 | 0.00 | ||
| 0120 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 28,434.00 | 28,434.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0130 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 56.19 | 56.190 | 0.000 | 0.000 | 470.82 | 0.00 | ||
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 210,616.00 | 210,616.000 | 0.000 | 0.000 | 1.79 | 0.00 | ||
| 0150 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,929.00 | 6,929.000 | 0.000 | 0.000 | 47.94 | 0.00 | ||
| 0160 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 10,882.00 | 10,882.000 | 0.000 | 0.000 | 55.00 | 0.00 | ||
| 0170 | ASPHALT CURING SEAL | 00358 | TON | 182.00 | 182.000 | 0.000 | 0.000 | 329.60 | 0.00 | ||
| 0180 | ENTRANCE PIPE-18 INCH | 00441 | LF | 114.00 | 114.000 | 0.000 | 0.000 | 38.50 | 0.00 | ||
| 0190 | CULVERT PIPE-15 INCH | 00461 | LF | 7.00 | 7.000 | 0.000 | 0.000 | 96.50 | 0.00 | ||
| 0200 | CULVERT PIPE-18 INCH | 00462 | LF | 385.00 | 385.000 | 0.000 | 0.000 | 77.25 | 0.00 | ||
| 0210 | CULVERT PIPE-24 INCH | 00464 | LF | 658.00 | 658.000 | 0.000 | 0.000 | 91.00 | 0.00 | ||
| 0220 | CULVERT PIPE-30 INCH | 00466 | LF | 118.00 | 118.000 | 0.000 | 0.000 | 101.25 | 0.00 | ||
| 0230 | CULVERT PIPE-42 INCH | 00469 | LF | 106.00 | 106.000 | 0.000 | 0.000 | 122.25 | 0.00 | ||
| 0240 | CULVERT PIPE-48 INCH | 00470 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 152.75 | 0.00 | ||
| 0250 | CULVERT PIPE-60 INCH | 00472 | LF | 182.00 | 182.000 | 0.000 | 0.000 | 190.00 | 0.00 | ||
| 0260 | CULVERT PIPE-72 INCH | 00474 | LF | 131.00 | 131.000 | 0.000 | 0.000 | 272.75 | 0.00 | ||
| 0270 | STORM SEWER PIPE-18 INCH | 00522 | LF | 495.00 | 495.000 | 0.000 | 0.000 | 67.00 | 0.00 | ||
| 0280 | STORM SEWER PIPE-24 INCH | 00524 | LF | 73.00 | 73.000 | 0.000 | 0.000 | 97.25 | 0.00 | ||
| 0290 | PERFORATED PIPE-4 INCH | 01000 | LF | 34,451.00 | 34,451.000 | 0.000 | 0.000 | 3.47 | 0.00 | ||
| 0300 | PERFORATED PIPE-6 INCH | 01001 | LF | 45,403.00 | 45,403.000 | 0.000 | 0.000 | 4.45 | 0.00 | ||
| 0310 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,794.00 | 2,794.000 | 0.000 | 0.000 | 13.73 | 0.00 | ||
| 0320 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 561.00 | 561.000 | 0.000 | 0.000 | 16.10 | 0.00 | ||
| 0330 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,076.75 | 0.00 | ||
| 0340 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 664.15 | 0.00 | ||
| 0350 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 679.98 | 0.00 | ||
| 0360 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 679.98 | 0.00 | ||
| 0370 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 679.98 | 0.00 | ||
| 0380 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 679.98 | 0.00 | ||
| 0390 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 679.98 | 0.00 | ||
| 0400 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 679.98 | 0.00 | ||
| 0410 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 679.98 | 0.00 | ||
| 0420 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | ||
| 0430 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | ||
| 0440 | DROP BOX INLET TYPE 1 | 01490 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | ||
| 0450 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | ||
| 0460 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | ||
| 0470 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | ||
| 0480 | CONC MED BARR BOX INLET TY 12B1 | 01608 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | ||
| 0490 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | ||
| 0500 | JUNCTION BOX-30 INCH | 01644 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | ||
| 0510 | JUNCTION BOX-48 INCH | 01647 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | ||
| 0520 | JUNCTION BOX-60 INCH | 01649 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | ||
| 0530 | ISLAND CURB AND GUTTER | 01825 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0540 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 560.00 | 560.000 | 29.000 | 0.000 | 29.000 | 5.00 | 145.00 | 145.00 |
| 0550 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 539.00 | 539.000 | 203.000 | 203.000 | 5.00 | 1,015.00 | ||
| 0560 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 67,728.00 | 67,728.000 | 1,940.000 | 920.000 | 2,860.000 | 2.00 | 3,880.00 | 5,720.00 |
| 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 | 0.000 | 0.000 | 1.75 | 0.00 | ||
| 0590 | ROADWAY EXCAVATION | 02200 | CUYD | 525,089.00 | 525,089.000 | 13,180.500 | 13,180.500 | 4.50 | 59,312.25 | ||
| 0600 | GRANULAR EMBANKMENT | 02223 | CUYD | 11,422.00 | 11,422.000 | 0.000 | 0.000 | 28.00 | 0.00 | ||
| 0610 | WATER | 02242 | MGAL | 8,818.00 | 8,818.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0620 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 40,600.00 | 40,600.000 | 0.000 | 0.000 | 17.90 | 0.00 | ||
| 0630 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1.11 | 0.00 | ||
| 0640 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 55.42 | 0.00 | ||
| 0650 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,216.81 | 0.00 | ||
| 0660 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 482.16 | 0.00 | ||
| 0670 | REMOVE GUARDRAIL | 02381 | LF | 34,058.00 | 34,058.000 | 75.000 | 75.000 | 1.34 | 100.50 | ||
| 0680 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 258.04 | 0.00 | ||
| 0690 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 2,092.67 | 0.00 | ||
| 0700 | CHANNEL LINING CLASS II | 02483 | TON | 24,955.00 | 24,955.000 | 0.000 | 0.000 | 22.65 | 0.00 | ||
| 0710 | CHANNEL LINING CLASS III | 02484 | TON | 27,826.00 | 27,826.000 | 0.000 | 0.000 | 23.90 | 0.00 | ||
| 0720 | CLEARING AND GRUBBING 133.31 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 135,000.00 | 0.00 | ||
| 0730 | SIGNS | 02562 | SQFT | 534.00 | 534.000 | 88.000 | 368.000 | 456.000 | 7.10 | 624.80 | 3,237.60 |
| 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 | 16,260.110 | 16,260.110 | 1.55 | 25,203.17 | ||
| 0760 | RETAINING WALL-GABION | 02610 | CUYD | 2,975.40 | 2,975.400 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0770 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.020 | 0.140 | 0.160 | 204,742.77 | 4,094.85 | 32,758.84 |
| 0780 | CROSSOVER NB STA 214+83.16 | 02655 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 54,585.36 | 27,292.68 | 27,292.68 |
| 0790 | CROSSOVER NB STA 228+46.31 | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 39,585.36 | 0.00 | ||
| 0800 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 11,162.49 | 11,162.49 | 11,162.49 |
| 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 | 7,766.570 | 7,766.570 | 6.10 | 47,376.07 | ||
| 0830 | SAFELOADING | 02690 | CUYD | 48.76 | 48.760 | 0.000 | 0.000 | 220.00 | 0.00 | ||
| 0840 | TEMPORARY SILT FENCE | 02701 | LF | 46,554.00 | 46,554.000 | 0.000 | 0.000 | 1.40 | 0.00 | ||
| 0850 | SAND FOR BLOTTER | 02702 | TON | 1,305.00 | 1,305.000 | 0.000 | 0.000 | 23.38 | 0.00 | ||
| 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 | 4.000 | 4.000 | 190.00 | 760.00 | ||
| 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 | 0.000 | 0.000 | 34.00 | 0.00 | ||
| 0900 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 46,554.00 | 46,554.000 | 0.000 | 0.000 | 0.44 | 0.00 | ||
| 0910 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.020 | 0.120 | 0.140 | 140,000.00 | 2,800.00 | 19,600.00 |
| 0920 | REMOVE STRUCTURE RT STA 47+10.16 TO STA 48+69.56 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 140,000.00 | 0.00 | ||
| 0930 | REMOVE STRUCTURE RT STA 49+73.03 TO STA 50+86.98 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 140,000.00 | 0.00 | ||
| 0940 | REMOVE STRUCTURE STA 48+98.74 TO STA 50+54.31 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 76,000.00 | 0.00 | ||
| 0950 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,158.96 | 0.00 | ||
| 0960 | CRASH CUSHION TYPE VI D | 02888 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 14,885.89 | 0.00 | ||
| 0970 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 4,943.49 | 14,830.47 | ||
| 0980 | RELOCATE CRASH CUSHION | 02898 | EACH | 21.00 | 21.000 | 1.000 | 0.000 | 1.000 | 1,440.93 | 1,440.93 | 1,440.93 |
| 0990 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 27,725.00 | 27,725.000 | 10,386.000 | 10,386.000 | 18.50 | 192,141.00 | ||
| 1000 | OPEN CUT ROADWAY | 04821 | LF | 273.00 | 273.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 1010 | EROSION CONTROL BLANKET | 05950 | SQYD | 29,150.00 | 29,150.000 | 0.000 | 0.000 | 1.19 | 0.00 | ||
| 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 | 0.000 | 0.000 | 537.58 | 0.00 | ||
| 1050 | SEEDING AND PROTECTION | 05985 | SQYD | 878,561.00 | 878,561.000 | 0.000 | 0.000 | 0.28 | 0.00 | ||
| 1060 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 334,423.00 | 334,423.000 | 0.000 | 0.000 | 0.12 | 0.00 | ||
| 1070 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 216.00 | 216.000 | 0.000 | 0.000 | 28.65 | 0.00 | ||
| 1080 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 7,260.00 | 7,260.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 1090 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 160,679.00 | 160,679.000 | 4,842.000 | 85,492.000 | 90,334.000 | 0.24 | 1,162.08 | 21,680.16 |
| 1100 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 9,637.00 | 9,637.000 | 0.000 | 0.000 | 0.20 | 0.00 | ||
| 1110 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 76,985.00 | 76,985.000 | 1,580.000 | 13,365.000 | 14,945.000 | 0.64 | 1,011.20 | 9,564.80 |
| 1120 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 3,257.00 | 3,257.000 | 0.000 | 0.000 | 4.38 | 0.00 | ||
| 1130 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 11,402.00 | 11,402.000 | 0.000 | 0.000 | 1.61 | 0.00 | ||
| 1140 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 12,740.00 | 12,740.000 | 0.000 | 0.000 | 1.61 | 0.00 | ||
| 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 | 0.000 | 0.000 | 27.43 | 0.00 | ||
| 1190 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 125.00 | 125.000 | 0.000 | 0.000 | 27.43 | 0.00 | ||
| 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 | 0.000 | 0.000 | 1,250.00 | 0.00 | ||
| 1220 | STEEL REINFORCEMENT | 08150 | LB | 1,628.00 | 1,628.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1230 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 421,232.00 | 421,232.000 | 3,120.000 | 3,120.000 | 1.00 | 3,120.00 | ||
| 1240 | FUEL ADJUSTMENT | 10020NS | DOLL | 251,265.00 | 251,265.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1250 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 379,109.00 | 379,109.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1260 | BORE & JACK PIPE | 20211ES706 | LF | 917.00 | 917.000 | 0.000 | 0.000 | 410.00 | 0.00 | ||
| 1270 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 34,599.00 | 34,599.000 | 0.000 | 0.000 | 0.23 | 0.00 | ||
| 1280 | SAW CUT | 20430ED | LF | 34,599.00 | 34,599.000 | 6,120.000 | 6,120.000 | 0.66 | 4,039.20 | ||
| 1290 | SILT TRAP TYPE C | 20496NS843 | EACH | 251.00 | 251.000 | 14.000 | 14.000 | 250.00 | 3,500.00 | ||
| 1300 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 2,259.00 | |||||||