|
ContID 061253 EST NO 0027 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061253 | Estimate Number | 0027 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08319) Chaney, William G. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | MARS ADDR SN 1 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE10000270653 | ||||||
| Project No. | DPR-NH 0023 (007) | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | SOMERSET-STANFORD ROAD (US 27) REVISED | ||||||
| Description | SOMERSET-LEXINGTON; FROM THE NORWOOD ROAD TO KY 452 | ||||||
| Date Let | 11/17/2006 | Formal Acceptance | |||||
| Date Awarded | 11/30/2006 | Date Work Began | 01/02/2007 | ||||
| Date Contract Executed | 01/02/2007 | Open To Traffic | |||||
| Date NTP Issued | 01/02/2007 | Actual Completion Date | |||||
| Current Contract Amount | $22,923,532.22 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $21,787,042.47 |
Total Earnings | $12,915,268.52 |
$12,815,266.97 |
$100,001.55 |
|
| Percent Complete | 56.34 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $10,008,263.70 |
Gross Earnings | $12,915,268.52 |
$12,815,266.97 |
$0.00 |
|
| Total Change Orders | $1,136,489.75 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,915,268.52 |
$12,815,266.97 |
100,001.55 |
|||
| Contract Id | 061253 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0027 | Project Number | DPR-NH 0023 (007) | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | 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 | Granular Stabilization of Wet areas, seeding, utility work | Approved | 08/10/2007 | $1,136,489.75 | 14.0 | |||||
| 002 | Kiln Dust, water line items, concrete paving | Pending | 0 | $60,252.17 | 1.0 | |||||
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 |
||
| DE10000270653 | 0670 | ROADWAY EXCAVATION | OTHER | 0008 | 0.00 |
$0.00 |
$12,480.00 |
||
| DE10000270653 | 0670 | ROADWAY EXCAVATION | OTHER | 0017 | 0.00 |
$0.00 |
$-12,480.00 |
||
| Contract Id | 061253 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE10000270653 | ||||||
| Estimate Nbr | 0027 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE10000270653 | Fed/State Project Number | DPR-NH 0023 (007) | 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 | 174,872.00 | 174,872.000 | 1,269.690 | 104,163.560 | 105,433.250 | 13.85 | 17,585.20 | 1,460,250.51 |
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 179,255.00 | 179,255.000 | 94,748.500 | 94,748.500 | 2.12 | 200,866.82 | ||
| 0030 | LIME | 00014 | TON | 2,034.00 | 2,034.000 | 1,280.640 | 1,280.640 | 123.00 | 157,518.72 | ||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 36,420.00 | 36,420.000 | 12,194.440 | 12,194.440 | 39.50 | 481,680.38 | ||
| 0050 | TRAFFIC BOUND BASE | 00020 | TON | 849.00 | 849.000 | 884.610 | 884.610 | 20.40 | 18,046.04 | ||
| 0060 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 2,896.00 | 2,896.000 | 955.550 | 1,110.630 | 2,066.180 | 29.50 | 28,188.72 | 60,952.31 |
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 78.00 | 78.000 | 75.810 | 75.810 | 44.20 | 3,350.80 | ||
| 0080 | ASPHALT SEAL AGGREGATE | 00100 | TON | 715.00 | 715.000 | 92.110 | 92.110 | 73.50 | 6,770.08 | ||
| 0090 | LEVELING & WEDGING PG64-22 | 00190 | TON | 3,202.00 | 3,202.000 | 52.290 | 52.290 | 67.50 | 3,529.57 | ||
| 0100 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 14,247.00 | 14,247.000 | 5,608.950 | 5,608.950 | 48.00 | 269,229.60 | ||
| 0110 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 53,569.00 | 53,569.000 | 28,127.000 | 28,127.000 | 47.50 | 1,336,032.50 | ||
| 0120 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 25,830.00 | 25,830.000 | 12,285.060 | 12,285.060 | 55.00 | 675,678.30 | ||
| 0130 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 10,209.00 | 10,209.000 | 8,804.780 | 8,804.780 | 56.00 | 493,067.68 | ||
| 0140 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 86.00 | 86.000 | 11.080 | 11.080 | 495.00 | 5,484.60 | ||
| 0150 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 9,507.00 | 9,507.000 | 0.000 | 0.000 | 59.50 | 0.00 | ||
| 0160 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 12,737.00 | 12,737.000 | 0.000 | 0.000 | 79.50 | 0.00 | ||
| 0170 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 92,136.00 | 92,136.000 | 19,787.220 | 19,787.220 | 2.25 | 44,521.24 | ||
| 0180 | ASPHALT CURING SEAL | 00358 | TON | 295.00 | 295.000 | 147.060 | 147.060 | 495.00 | 72,794.70 | ||
| 0190 | ENTRANCE PIPE-15 INCH | 00440 | LF | 1,237.00 | 1,237.000 | 1,484.000 | 1,484.000 | 37.55 | 55,724.20 | ||
| 0200 | ENTRANCE PIPE-18 INCH | 00441 | LF | 423.00 | 423.000 | 414.000 | 414.000 | 39.55 | 16,373.70 | ||
| 0210 | ENTRANCE PIPE-24 INCH | 00443 | LF | 250.00 | 250.000 | 89.000 | 89.000 | 53.70 | 4,779.30 | ||
| 0220 | ENTRANCE PIPE-30 INCH | 00445 | LF | 46.00 | 46.000 | 51.000 | 51.000 | 59.45 | 3,031.95 | ||
| 0230 | ENTRANCE PIPE-24 INCH EQUIV | 00452 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 55.50 | 2,553.00 | ||
| 0240 | ENTRANCE PIPE-30 INCH EQUIV | 00454 | LF | 96.00 | 96.000 | 96.000 | 96.000 | 61.30 | 5,884.80 | ||
| 0250 | CULVERT PIPE-15 INCH | 00461 | LF | 66.00 | 66.000 | 0.000 | 0.000 | 43.05 | 0.00 | ||
| 0260 | CULVERT PIPE-18 INCH | 00462 | LF | 1,829.00 | 1,829.000 | 1,665.000 | 1,665.000 | 42.70 | 71,095.50 | ||
| 0270 | CULVERT PIPE-24 INCH | 00464 | LF | 519.00 | 519.000 | 693.000 | 693.000 | 54.10 | 37,491.30 | ||
| 0280 | CULVERT PIPE-30 INCH | 00466 | LF | 113.00 | 113.000 | 123.000 | 123.000 | 91.75 | 11,285.25 | ||
| 0290 | CULVERT PIPE-42 INCH | 00469 | LF | 166.00 | 166.000 | 166.000 | 166.000 | 104.50 | 17,347.00 | ||
| 0300 | STORM SEWER PIPE-15 INCH | 00521 | LF | 690.00 | 690.000 | 1,026.000 | 1,026.000 | 32.85 | 33,704.10 | ||
| 0310 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,156.00 | 1,156.000 | 1,399.000 | 1,399.000 | 42.00 | 58,758.00 | ||
| 0320 | STORM SEWER PIPE-24 INCH | 00524 | LF | 666.00 | 666.000 | 732.000 | 732.000 | 50.85 | 37,222.20 | ||
| 0330 | STORM SEWER PIPE-30 INCH | 00526 | LF | 348.00 | 348.000 | 333.000 | 333.000 | 64.50 | 21,478.50 | ||
| 0340 | PERFORATED PIPE-4 INCH | 01000 | LF | 21,543.00 | 21,543.000 | 75.000 | 21,312.000 | 21,387.000 | 4.30 | 322.50 | 91,964.10 |
| 0350 | PERFORATED PIPE-6 INCH | 01001 | LF | 41,545.00 | 41,545.000 | 20,528.000 | 20,528.000 | 4.92 | 100,997.76 | ||
| 0360 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 3,035.00 | 3,035.000 | 1,810.000 | 1,810.000 | 16.40 | 29,684.00 | ||
| 0370 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 1,394.00 | 1,394.000 | 699.000 | 699.000 | 9.50 | 6,640.50 | ||
| 0380 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,500.00 | 0.00 | ||
| 0390 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 17.00 | 17.000 | 10.000 | 10.000 | 430.00 | 4,300.00 | ||
| 0400 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 395.00 | 395.00 | ||
| 0410 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 472.00 | 1,416.00 | ||
| 0420 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 11.00 | 11.000 | 2.000 | 2.000 | 477.00 | 954.00 | ||
| 0430 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 415.00 | 0.00 | ||
| 0440 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 39.00 | 39.000 | 40.000 | 40.000 | 458.00 | 18,320.00 | ||
| 0450 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 415.00 | 830.00 | ||
| 0460 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | ||
| 0470 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | ||
| 0480 | METAL END SECTION TY 3-30 INCH | 01394 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,900.00 | 5,800.00 | ||
| 0490 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | ||
| 0500 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 2,200.00 | 11,000.00 | ||
| 0510 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | ||
| 0520 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,700.00 | 3,700.00 | ||
| 0530 | DROP BOX INLET TYPE 1 | 01490 | EACH | 16.00 | 16.000 | 15.000 | 15.000 | 2,700.00 | 40,500.00 | ||
| 0540 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,750.00 | 5,500.00 | ||
| 0550 | DROP BOX INLET TYPE 5B | 01505 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 2,750.00 | 24,750.00 | ||
| 0560 | DROP BOX INLET TYPE 5C | 01508 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 2,750.00 | 60,500.00 | ||
| 0570 | DROP BOX INLET TYPE 5D | 01511 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,750.00 | 5,500.00 | ||
| 0580 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,150.00 | 2,150.00 | ||
| 0590 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | ||
| 0600 | JUNCTION BOX-18 INCH | 01642 | EACH | 2.00 | 2.000 | 3.500 | 3.500 | 1,800.00 | 6,300.00 | ||
| 0610 | JUNCTION BOX-24 INCH | 01643 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,100.00 | 6,300.00 | ||
| 0620 | JUNCTION BOX-30 INCH | 01644 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | ||
| 0630 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | ||
| 0640 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | ||
| 0650 | REMOVE PAVEMENT | 02091 | SQYD | 3,969.00 | 3,969.000 | 3,646.780 | 3,646.780 | 4.00 | 14,587.12 | ||
| 0660 | TEMPORARY DITCH | 02159 | LF | 24,403.00 | 24,403.000 | 3,933.000 | 3,933.000 | 1.80 | 7,079.40 | ||
| 0670 | ROADWAY EXCAVATION | 02200 | CUYD | 619,445.00 | 630,945.000 | 7,105.260 | 593,365.490 | 600,470.750 | 5.55 | 39,434.19 | 3,332,612.66 |
| 0680 | PIPE UNDERCUT | 02219 | CUYD | 1,840.00 | 1,840.000 | 119.070 | 119.070 | 35.00 | 4,167.45 | ||
| 0690 | GRANULAR EMBANKMENT | 02223 | CUYD | 9,149.00 | 41,299.000 | 51.640 | 31,036.758 | 31,088.398 | 26.80 | 1,383.95 | 833,169.06 |
| 0700 | WATER | 02242 | MGAL | 1,076.00 | 1,076.000 | 0.000 | 0.000 | 0.90 | 0.00 | ||
| 0710 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 39,460.00 | 39,460.000 | 6,457.800 | 6,457.800 | 4.55 | 29,382.99 | ||
| 0720 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 10,662.50 | 10,662.500 | 7,035.000 | 7,035.000 | 18.08 | 127,192.80 | ||
| 0730 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 43.25 | 129.75 | ||
| 0740 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,494.00 | 2,494.00 | ||
| 0750 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 490.00 | 0.00 | ||
| 0760 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 795.00 | 2,385.00 | ||
| 0770 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0780 | REMOVE GUARDRAIL | 02381 | LF | 10,550.00 | 10,550.000 | 425.000 | 10,393.750 | 10,818.750 | 1.23 | 522.75 | 13,307.06 |
| 0790 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 14.00 | 14.000 | 7.000 | 7.000 | 2,085.00 | 14,595.00 | ||
| 0800 | SEPTIC TANK TREATMENT | 02404 | EACH | 17.00 | 17.000 | 2.000 | 2.000 | 1,210.00 | 2,420.00 | ||
| 0810 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 178.00 | 178.000 | 0.000 | 0.000 | 79.25 | 0.00 | ||
| 0820 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 57.70 | 0.00 | ||
| 0830 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 83.30 | 0.00 | ||
| 0840 | WITNESS POST | 02432 | EACH | 82.00 | 82.000 | 0.000 | 0.000 | 41.80 | 0.00 | ||
| 0850 | CHANNEL LINING CLASS II | 02483 | TON | 10,013.00 | 10,013.000 | 8,174.660 | 8,174.660 | 21.20 | 173,302.79 | ||
| 0860 | CHANNEL LINING CLASS III | 02484 | TON | 3,013.00 | 3,013.000 | 1,452.620 | 1,452.620 | 21.50 | 31,231.33 | ||
| 0870 | CLEARING AND GRUBBING 114.6 ACRES | 02545 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 25,000.00 | 20,000.00 | ||
| 0880 | SIGNS | 02562 | SQFT | 1,751.00 | 1,751.000 | 1,273.380 | 1,273.380 | 7.95 | 10,123.37 | ||
| 0890 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 34,148.00 | 121,548.000 | 6,263.660 | 96,869.822 | 103,133.482 | 1.70 | 10,648.22 | 175,326.91 |
| 0900 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 230,000.00 | 161,000.00 | ||
| 0910 | LANE CLOSURE | 02653 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,280.00 | 4,560.00 | ||
| 0920 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 11,660.00 | 0.00 | ||
| 0930 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | ||
| 0940 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 1,270.00 | 1,270.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0950 | SAFELOADING | 02690 | CUYD | 217.40 | 217.400 | 108.500 | 108.500 | 270.00 | 29,295.00 | ||
| 0960 | TEMPORARY SILT FENCE | 02701 | LF | 24,403.00 | 24,403.000 | 6,691.000 | 6,691.000 | 4.60 | 30,778.60 | ||
| 0970 | SAND FOR BLOTTER | 02702 | TON | 737.00 | 737.000 | 387.140 | 387.140 | 25.00 | 9,678.50 | ||
| 0980 | SILT TRAP TYPE A | 02703 | EACH | 229.00 | 229.000 | 2.000 | 2.000 | 257.00 | 514.00 | ||
| 0990 | SILT TRAP TYPE B | 02704 | EACH | 229.00 | 229.000 | 130.000 | 130.000 | 217.00 | 28,210.00 | ||
| 1000 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 687.00 | 687.000 | 2.000 | 2.000 | 64.00 | 128.00 | ||
| 1010 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 687.00 | 687.000 | 81.000 | 81.000 | 52.00 | 4,212.00 | ||
| 1020 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 73,209.00 | 73,209.000 | 140.000 | 140.000 | 0.63 | 88.20 | ||
| 1030 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 54,750.00 | 43,800.00 | ||
| 1040 | FLASHING ARROW | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,610.00 | 3,610.00 | ||
| 1050 | EROSION CONTROL BLANKET | 05950 | SQYD | 115,141.00 | 115,141.000 | 36,880.496 | 36,880.496 | 1.20 | 44,256.59 | ||
| 1060 | TEMPORARY MULCH | 05952 | SQYD | 554,664.00 | 554,664.000 | 23,284.945 | 23,284.945 | 0.11 | 2,561.34 | ||
| 1070 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 420,242.00 | 420,242.000 | 3,388.889 | 3,388.889 | 0.17 | 576.11 | ||
| 1080 | TOPDRESSING FERTILIZER | 05966 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 405.00 | 0.00 | ||
| 1090 | SEEDING AND PROTECTION | 05985 | SQYD | 420,242.00 | 420,242.000 | 96,273.725 | 96,273.725 | 0.28 | 26,956.64 | ||
| 1100 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 78,972.00 | 78,972.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 1110 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 104,000.00 | 104,000.000 | 94,584.250 | 94,584.250 | 0.17 | 16,079.32 | ||
| 1120 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 154,900.00 | 154,900.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 1130 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 5,700.00 | 5,700.000 | 3,187.000 | 3,187.000 | 0.65 | 2,071.55 | ||
| 1140 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 6.50 | 0.00 | ||
| 1150 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 106.00 | 106.000 | 0.000 | 0.000 | 6.50 | 0.00 | ||
| 1160 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 712.00 | 712.000 | 0.000 | 0.000 | 6.50 | 0.00 | ||
| 1170 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 997.00 | 997.000 | 0.000 | 0.000 | 23.75 | 0.00 | ||
| 1180 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 273.00 | 273.000 | 254.000 | 0.000 | 254.000 | 7.50 | 1,905.00 | 1,905.00 |
| 1190 | CONCRETE-CLASS A | 08100 | CUYD | 63.30 | 63.300 | 56.220 | 56.220 | 900.00 | 50,598.00 | ||
| 1200 | STEEL REINFORCEMENT | 08150 | LB | 1,068.00 | 1,068.000 | 1,067.000 | 1,067.000 | 1.50 | 1,600.50 | ||
| 1210 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 259,000.00 | 259,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1220 | FUEL ADJUSTMENT | 10020NS | DOLL | 219,195.00 | 219,195.000 | 4,251.970 | 4,251.970 | 1.00 | 4,251.97 | ||
| 1230 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 232,742.00 | 232,742.000 | -3,421.750 | -3,421.750 | 1.00 | -3,421.75 | ||
| 1240 | BORE & JACK PIPE 30" | 20211ES706 | LF | 109.00 | 109.000 | 109.000 | 109.000 | 274.00 | 29,866.00 | ||
| 1250 | BORE & JACK PIPE 42" | 20211ES706 | LF | 191.00 | 191.000 | 202.730 | 202.730 | 393.00 | 79,672.89 | ||
| 1260 | SILT TRAP TYPE C | 20496NS843 | EACH | 229.00 | 229.000 | 54.000 | 54.000 | 373.00 | 20,142.00 | ||
| 1270 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 687.00 | 687.000 | 100.000 | 100.000 | 86.00 | 8,600.00 | ||
| 1280 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | |||||