|
ContID 071063 EST NO 0004 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071063 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07321) Barber, Andy, P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | MARS ADDR SN 1 | |||||
| PO BOX 537 | |||||||
| WINCHESTER , KY , 40391 | |||||||
| Pay Period | 01/01/2008 TO 01/23/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE05700680763 | ||||||
| Project No. | FD04 057 0068 004-011 | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | LEXINGTON-HARRODSBURG ROAD (US 68) | ||||||
| Description | RECONSTRUCT FROM KY 29 NORTH OF WILMORE TO 4800 FT. SOUTH OF BRANNON ROAD | ||||||
| Date Let | 10/19/2007 | Formal Acceptance | |||||
| Date Awarded | 10/26/2007 | Date Work Began | 11/13/2007 | ||||
| Date Contract Executed | 11/02/2007 | Open To Traffic | |||||
| Date NTP Issued | 11/02/2007 | Actual Completion Date | |||||
| Current Contract Amount | $29,574,560.15 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $29,574,560.15 |
Total Earnings | $724,097.47 |
$653,467.47 |
$70,630.00 |
|
| Percent Complete | 2.45 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $28,850,462.68 |
Gross Earnings | $724,097.47 |
$653,467.47 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $724,097.47 |
$653,467.47 |
70,630.00 |
|||
| Contract Id | 071063 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0004 | Project Number | FD04 057 0068 004-011 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 01/01/2008 TO 01/23/2008 | |||||||
| 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 | 071063 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05700680763 | ||||||
| Estimate Nbr | 0004 | Period | 01/01/2008 TO 01/23/2008 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE05700680763 | Fed/State Project Number | FD04 057 0068 004-011 | 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 |
| 0020 | DGA BASE | 00001 | TON | 156,163.00 | 156,163.000 | 0.000 | 0.000 | 18.85 | 0.00 | ||
| 0030 | CRUSHED STONE BASE | 00003 | TON | 22,963.00 | 22,963.000 | 0.000 | 0.000 | 22.00 | 0.00 | ||
| 0040 | LIME STABILIZED ROADBED | 00013 | SQYD | 255,152.00 | 255,152.000 | 0.000 | 0.000 | 2.12 | 0.00 | ||
| 0050 | LIME | 00014 | TON | 4,899.00 | 4,899.000 | 0.000 | 0.000 | 123.00 | 0.00 | ||
| 0060 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 48,198.00 | 48,198.000 | 0.000 | 0.000 | 38.00 | 0.00 | ||
| 0070 | TRAFFIC BOUND BASE | 00020 | TON | 65.00 | 65.000 | 0.000 | 0.000 | 21.50 | 0.00 | ||
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 192.00 | 192.000 | 0.000 | 0.000 | 65.00 | 0.00 | ||
| 0090 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 97,117.00 | 97,117.000 | 0.000 | 0.000 | 51.50 | 0.00 | ||
| 0100 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 41,396.00 | 41,396.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0110 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 11,028.00 | 11,028.000 | 0.000 | 0.000 | 55.00 | 0.00 | ||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,081.00 | 4,081.000 | 0.000 | 0.000 | 68.50 | 0.00 | ||
| 0130 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 152,917.00 | 152,917.000 | 0.000 | 0.000 | 1.95 | 0.00 | ||
| 0140 | ASPHALT CURING SEAL | 00358 | TON | 204.00 | 204.000 | 0.000 | 0.000 | 425.00 | 0.00 | ||
| 0150 | ENTRANCE PIPE-15 INCH | 00440 | LF | 796.00 | 796.000 | 0.000 | 0.000 | 30.50 | 0.00 | ||
| 0160 | ENTRANCE PIPE-18 INCH | 00441 | LF | 352.00 | 352.000 | 0.000 | 0.000 | 32.00 | 0.00 | ||
| 0170 | ENTRANCE PIPE-24 INCH | 00443 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0180 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | LF | 155.00 | 155.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0190 | ENTRANCE PIPE-18 INCH EQUIV | 00451 | LF | 123.00 | 123.000 | 0.000 | 0.000 | 31.00 | 0.00 | ||
| 0200 | ENTRANCE PIPE-24 INCH EQUIV | 00452 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 44.00 | 0.00 | ||
| 0210 | ENTRANCE PIPE-30 INCH EQUIV | 00454 | LF | 98.00 | 98.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 0220 | CULVERT PIPE-18 INCH | 00462 | LF | 818.00 | 818.000 | 0.000 | 0.000 | 46.00 | 0.00 | ||
| 0230 | CULVERT PIPE-24 INCH | 00464 | LF | 178.00 | 178.000 | 0.000 | 0.000 | 55.00 | 0.00 | ||
| 0240 | CULVERT PIPE-36 INCH | 00468 | LF | 49.00 | 49.000 | 0.000 | 0.000 | 110.00 | 0.00 | ||
| 0250 | CULVERT PIPE-42 INCH | 00469 | LF | 297.00 | 297.000 | 0.000 | 0.000 | 105.00 | 0.00 | ||
| 0260 | CULVERT PIPE-48 INCH | 00470 | LF | 302.00 | 302.000 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 0270 | CULVERT PIPE-36 INCH EQUIV | 00496 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 110.00 | 0.00 | ||
| 0280 | CULVERT PIPE-48 INCH EQUIV | 00499 | LF | 81.00 | 81.000 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 0290 | STORM SEWER PIPE-18 INCH | 00522 | LF | 5,561.00 | 5,561.000 | 0.000 | 0.000 | 42.50 | 0.00 | ||
| 0300 | STORM SEWER PIPE-24 INCH | 00524 | LF | 1,337.00 | 1,337.000 | 0.000 | 0.000 | 52.00 | 0.00 | ||
| 0310 | STORM SEWER PIPE-30 INCH | 00526 | LF | 966.00 | 966.000 | 0.000 | 0.000 | 65.00 | 0.00 | ||
| 0320 | STORM SEWER PIPE-36 INCH | 00528 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0330 | STORM SEWER PIPE-42 INCH | 00529 | LF | 704.00 | 704.000 | 0.000 | 0.000 | 85.00 | 0.00 | ||
| 0340 | STORM SEWER PIPE-48 INCH | 00530 | LF | 205.00 | 205.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0350 | STORM SEWER PIPE-60 INCH | 00532 | LF | 198.00 | 198.000 | 0.000 | 0.000 | 155.00 | 0.00 | ||
| 0360 | STORM SEWER PIPE-36 INCH EQUIV | 00558 | LF | 242.00 | 242.000 | 0.000 | 0.000 | 95.00 | 0.00 | ||
| 0370 | STORM SEWER PIPE-42 INCH EQUIV | 00559 | LF | 141.00 | 141.000 | 0.000 | 0.000 | 115.00 | 0.00 | ||
| 0380 | PERFORATED PIPE-4 INCH | 01000 | LF | 119,754.00 | 119,754.000 | 0.000 | 0.000 | 3.15 | 0.00 | ||
| 0390 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,341.00 | 2,341.000 | 0.000 | 0.000 | 9.50 | 0.00 | ||
| 0400 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | ||
| 0410 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 435.00 | 0.00 | ||
| 0420 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 134.00 | 134.000 | 0.000 | 0.000 | 435.00 | 0.00 | ||
| 0430 | METAL END SECTION TY 3-48 INCH | 01397 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | ||
| 0440 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | ||
| 0450 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 2,185.00 | 0.00 | ||
| 0460 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 2,650.00 | 0.00 | ||
| 0470 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 3,650.00 | 0.00 | ||
| 0480 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | ||
| 0490 | CURB BOX INLET TYPE A | 01456 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | ||
| 0500 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0510 | DROP BOX INLET TYPE 2 MODIFIED | 01494 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | ||
| 0520 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | ||
| 0530 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | ||
| 0540 | DROP BOX INLET TYPE 5B | 01505 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | ||
| 0550 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | ||
| 0560 | DROP BOX INLET TYPE 5F | 01517 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | ||
| 0570 | DROP BOX INLET TYPE 7 | 01538 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,250.00 | 0.00 | ||
| 0580 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,875.00 | 0.00 | ||
| 0590 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | ||
| 0600 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,750.00 | 0.00 | ||
| 0610 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | ||
| 0620 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 176.00 | 176.000 | 0.000 | 0.000 | 20.00 | 0.00 | ||
| 0630 | REMOVE CURB AND GUTTER | 01812 | LF | 244.00 | 244.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0640 | ISLAND CURB AND GUTTER | 01825 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 18.00 | 0.00 | ||
| 0650 | MOUNTABLE MEDIAN TYPE 2 | 01937 | SQYD | 2,600.00 | 2,600.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0660 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 225.00 | 0.00 | ||
| 0670 | REMOVE PAVEMENT | 02091 | SQYD | 9,578.00 | 9,578.000 | 0.000 | 0.000 | 4.95 | 0.00 | ||
| 0680 | CEM CONC ENT PAVEMENT-6 INCH 6 INCH | 02099 | SQYD | 231.00 | 231.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0690 | TEMPORARY DITCH | 02159 | LF | 17,500.00 | 17,500.000 | 0.000 | 0.000 | 0.35 | 0.00 | ||
| 0700 | ROADWAY EXCAVATION | 02200 | CUYD | 851,481.00 | 851,481.000 | 0.000 | 0.000 | 5.97 | 0.00 | ||
| 0710 | GRANULAR EMBANKMENT | 02223 | CUYD | 32,196.00 | 32,196.000 | 1,966.200 | 1,966.200 | 20.00 | 39,324.00 | ||
| 0730 | WATER | 02242 | MGAL | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0750 | FENCE-TEMPORARY | 02259 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 4.63 | 0.00 | ||
| 0760 | FENCE-WOVEN WIRE TYPE 2 | 02263 | LF | 643.00 | 643.000 | 0.000 | 0.000 | 7.80 | 0.00 | ||
| 0770 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 708.00 | 708.000 | 0.000 | 0.000 | 17.50 | 0.00 | ||
| 0780 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 453.00 | 0.00 | ||
| 0790 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,970.00 | 0.00 | ||
| 0800 | TEMPORARY GUARDRAIL | 02397 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 8.66 | 0.00 | ||
| 0810 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 265.00 | 265.000 | 0.000 | 0.000 | 95.50 | 0.00 | ||
| 0820 | CHANNEL LINING CLASS II | 02483 | TON | 969.00 | 969.000 | 0.000 | 0.000 | 28.00 | 0.00 | ||
| 0830 | CHANNEL LINING CLASS III | 02484 | TON | 4,589.00 | 4,589.000 | 0.000 | 0.000 | 28.00 | 0.00 | ||
| 0840 | CLEARING AND GRUBBING 142 ACRES | 02545 | LS | 1.00 | 1.000 | 0.350 | 0.050 | 0.400 | 201,800.00 | 70,630.00 | 80,720.00 |
| 0850 | SIGNS | 02562 | SQFT | 500.00 | 500.000 | 636.000 | 636.000 | 11.00 | 6,996.00 | ||
| 0860 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 147,200.00 | 0.00 | ||
| 0870 | EDGE KEY | 02585 | LF | 162.00 | 162.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0880 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 156,855.00 | 156,855.000 | 2,944.300 | 2,944.300 | 1.55 | 4,563.66 | ||
| 0890 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 140,100.00 | 0.00 | ||
| 0900 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | ||
| 0910 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0920 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0930 | TEMPORARY SILT FENCE | 02701 | LF | 17,500.00 | 17,500.000 | 12,295.000 | 12,295.000 | 2.50 | 30,737.50 | ||
| 0940 | SAND FOR BLOTTER | 02702 | TON | 638.00 | 638.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0950 | SILT TRAP TYPE A | 02703 | EACH | 220.00 | 220.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0960 | SILT TRAP TYPE B | 02704 | EACH | 220.00 | 220.000 | 2.000 | 2.000 | 200.00 | 400.00 | ||
| 0970 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 660.00 | 660.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0980 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 660.00 | 660.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 0990 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 17,500.00 | 17,500.000 | 0.000 | 0.000 | 2.50 | 0.00 | ||
| 1000 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 132,000.00 | 0.00 | ||
| 1010 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | ||
| 1020 | EROSION CONTROL BLANKET | 05950 | SQYD | 58,608.00 | 58,608.000 | 0.000 | 0.000 | 1.10 | 0.00 | ||
| 1030 | TEMPORARY MULCH | 05952 | SQYD | 1,050,648.00 | 1,050,648.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 1040 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 346,715.00 | 346,715.000 | 0.000 | 0.000 | 0.17 | 0.00 | ||
| 1050 | TOPDRESSING FERTILIZER | 05966 | TON | 54.36 | 54.360 | 0.000 | 0.000 | 506.50 | 0.00 | ||
| 1060 | SEEDING AND PROTECTION | 05985 | SQYD | 1,050,648.00 | 1,050,648.000 | 0.000 | 0.000 | 0.26 | 0.00 | ||
| 1070 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 157,597.00 | 157,597.000 | 0.000 | 0.000 | 0.16 | 0.00 | ||
| 1080 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 6,000.00 | 6,000.000 | 0.000 | 0.000 | 0.13 | 0.00 | ||
| 1090 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 185,266.00 | 185,266.000 | 0.000 | 0.000 | 0.13 | 0.00 | ||
| 1100 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 669.00 | 669.000 | 0.000 | 0.000 | 0.50 | 0.00 | ||
| 1110 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1120 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1130 | PAVE STRIPING-TEMP NR TAPE-W BLACK | 06552 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | ||
| 1140 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 536.00 | 536.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 1150 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 25,225.00 | 25,225.000 | 0.000 | 0.000 | 0.50 | 0.00 | ||
| 1160 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 65.00 | 0.00 | ||
| 1170 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 70.00 | 0.00 | ||
| 1180 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 115.00 | 0.00 | ||
| 1190 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 401.00 | 401.000 | 0.000 | 0.000 | 18.50 | 0.00 | ||
| 1200 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 18.50 | 0.00 | ||
| 1210 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 728.00 | 728.000 | 0.000 | 0.000 | 18.50 | 0.00 | ||
| 1220 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | ||
| 1230 | CONCRETE-CLASS A | 08100 | CUYD | 22.32 | 22.320 | 0.000 | 0.000 | 1,000.00 | 0.00 | ||
| 1240 | STEEL REINFORCEMENT | 08150 | LB | 1,678.00 | 1,678.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1250 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 250,789.00 | 250,789.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1260 | FUEL ADJUSTMENT | 10020NS | DOLL | 307,154.00 | 307,154.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1270 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 170,700.00 | 170,700.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1280 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 63,559.00 | 63,559.000 | 0.000 | 0.000 | 0.27 | 0.00 | ||
| 1290 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 17,019.00 | 17,019.000 | 0.000 | 0.000 | 73.00 | 0.00 | ||
| 1300 | SILT TRAP TYPE C | 20496NS843 | EACH | 220.00 | 220.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 1310 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 660.00 | 660.000 | 0.000 | 0.000 | 55.00 | 0.00 | ||
| 1320 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 1330 | BOLLARDS | 21341ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 823.10 | 0.00 | ||
| 1340 | METAL END SECTION TY 3-48 IN (EQUIV) | 21589NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | |||