|
ContID 079031 EST NO 0004 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 079031 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07311) Faeth, Charlotte B., P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | MARS ADDR SN 1 | |||||
| PO BOX 537 | |||||||
| WINCHESTER , KY , 40391 | |||||||
| Pay Period | 12/27/2007 TO 01/24/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DB04000270731 | ||||||
| Project No. | FD04 040 0027 010-016 | ||||||
| Primary County | GARRARD | ||||||
| Name of Road | DESIGN BUILD LEXINGTON ROAD (US27) | ||||||
| Description | DB - US 27 WIDENING AND RELOCATION MILE POINTS 10.2 TO 15.2 | ||||||
| Date Let | 06/22/2007 | Formal Acceptance | |||||
| Date Awarded | 08/23/2007 | Date Work Began | |||||
| Date Contract Executed | 08/30/2007 | Open To Traffic | |||||
| Date NTP Issued | 08/30/2007 | Actual Completion Date | |||||
| Current Contract Amount | $38,671,291.79 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $38,671,291.79 |
Total Earnings | $1,208,428.01 |
$1,186,670.80 |
$21,757.21 |
|
| Percent Complete | 3.12 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $37,462,863.78 |
Gross Earnings | $1,208,428.01 |
$1,186,670.80 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,208,428.01 |
$1,186,670.80 |
21,757.21 |
|||
| Contract Id | 079031 | Change Order Summary |
County | GARRARD | ||||||
| Estimate Nbr | 0004 | Project Number | FD04 040 0027 010-016 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 12/27/2007 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 | 079031 | COMMONWEALTH OF KENTUCKY |
County | GARRARD | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DB04000270731 | ||||||
| Estimate Nbr | 0004 | Period | 12/27/2007 TO 01/24/2008 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DB04000270731 | Fed/State Project Number | FD04 040 0027 010-016 | 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 | 158,182.00 | 158,182.000 | 0.000 | 0.000 | 17.95 | 0.00 | ||
| 0020 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 376,949.00 | 376,949.000 | 0.000 | 0.000 | 1.89 | 0.00 | ||
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 91,196.00 | 91,196.000 | 0.000 | 0.000 | 40.70 | 0.00 | ||
| 0040 | TRAFFIC BOUND BASE | 00020 | TON | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 15.85 | 0.00 | ||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 159.00 | 159.000 | 0.000 | 0.000 | 115.00 | 0.00 | ||
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | TON | 901.00 | 901.000 | 0.000 | 0.000 | 58.00 | 0.00 | ||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 32,532.00 | 32,532.000 | 0.000 | 0.000 | 53.45 | 0.00 | ||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 77,120.00 | 77,120.000 | 0.000 | 0.000 | 52.10 | 0.00 | ||
| 0090 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 32,135.00 | 32,135.000 | 0.000 | 0.000 | 61.85 | 0.00 | ||
| 0100 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,117.00 | 2,117.000 | 0.000 | 0.000 | 61.05 | 0.00 | ||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 108.03 | 108.030 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 13,692.00 | 13,692.000 | 0.000 | 0.000 | 63.60 | 0.00 | ||
| 0130 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 13,338.00 | 13,338.000 | 0.000 | 0.000 | 73.30 | 0.00 | ||
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 77,900.00 | 77,900.000 | 0.000 | 0.000 | 1.75 | 0.00 | ||
| 0150 | ASPHALT CURING SEAL | 00358 | TON | 377.00 | 377.000 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 0160 | ENTRANCE PIPE-15 INCH | 00440 | LF | 823.00 | 823.000 | 0.000 | 0.000 | 27.35 | 0.00 | ||
| 0170 | ENTRANCE PIPE-18 INCH | 00441 | LF | 277.00 | 277.000 | 0.000 | 0.000 | 33.00 | 0.00 | ||
| 0180 | ENTRANCE PIPE-24 INCH | 00443 | LF | 151.00 | 151.000 | 0.000 | 0.000 | 38.00 | 0.00 | ||
| 0190 | CULVERT PIPE-15 INCH | 00461 | LF | 2,140.00 | 2,140.000 | 0.000 | 0.000 | 38.00 | 0.00 | ||
| 0200 | CULVERT PIPE-18 INCH | 00462 | LF | 2,112.00 | 2,112.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0210 | CULVERT PIPE-24 INCH | 00464 | LF | 2,667.00 | 2,667.000 | 0.000 | 0.000 | 47.00 | 0.00 | ||
| 0220 | CULVERT PIPE-30 INCH | 00466 | LF | 1,727.00 | 1,727.000 | 0.000 | 0.000 | 58.00 | 0.00 | ||
| 0230 | CULVERT PIPE-36 INCH | 00468 | LF | 1,512.00 | 1,512.000 | 0.000 | 0.000 | 65.00 | 0.00 | ||
| 0240 | CULVERT PIPE-42 INCH | 00469 | LF | 972.00 | 972.000 | 0.000 | 0.000 | 98.00 | 0.00 | ||
| 0250 | CULVERT PIPE-48 INCH | 00470 | LF | 296.00 | 296.000 | 0.000 | 0.000 | 98.00 | 0.00 | ||
| 0260 | CULVERT PIPE-54 INCH | 00471 | LF | 202.00 | 202.000 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 0270 | CULVERT PIPE-60 INCH | 00472 | LF | 112.00 | 112.000 | 0.000 | 0.000 | 155.00 | 0.00 | ||
| 0280 | CULVERT PIPE-78 INCH | 00475 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 275.00 | 0.00 | ||
| 0290 | CULVERT PIPE-84 INCH | 00476 | LF | 581.00 | 581.000 | 0.000 | 0.000 | 255.00 | 0.00 | ||
| 0300 | STORM SEWER PIPE-15 INCH | 00521 | LF | 2,932.00 | 2,932.000 | 0.000 | 0.000 | 28.00 | 0.00 | ||
| 0310 | STORM SEWER PIPE-18 INCH | 00522 | LF | 2,974.00 | 2,974.000 | 0.000 | 0.000 | 32.00 | 0.00 | ||
| 0320 | STORM SEWER PIPE-21 INCH | 00523 | LF | 182.00 | 182.000 | 0.000 | 0.000 | 62.00 | 0.00 | ||
| 0330 | STORM SEWER PIPE-24 INCH | 00524 | LF | 1,243.00 | 1,243.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0340 | PERFORATED PIPE-4 INCH | 01000 | LF | 82,775.00 | 82,775.000 | 0.000 | 0.000 | 4.25 | 0.00 | ||
| 0350 | PERFORATED PIPE-6 INCH | 01001 | LF | 43,200.00 | 43,200.000 | 0.000 | 0.000 | 4.75 | 0.00 | ||
| 0360 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 5,925.00 | 5,925.000 | 0.000 | 0.000 | 12.00 | 0.00 | ||
| 0370 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 14.00 | 0.00 | ||
| 0380 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,850.00 | 0.00 | ||
| 0390 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0400 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0410 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0420 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0430 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0440 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0450 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | ||
| 0460 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0470 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | ||
| 0480 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,150.00 | 0.00 | ||
| 0490 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,875.00 | 0.00 | ||
| 0500 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | ||
| 0510 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,725.00 | 0.00 | ||
| 0520 | CURB BOX INLET TYPE A | 01456 | EACH | 77.00 | 77.000 | 0.000 | 0.000 | 3,350.00 | 0.00 | ||
| 0530 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | ||
| 0540 | DROP BOX INLET TYPE 5B | 01505 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 3,895.00 | 0.00 | ||
| 0550 | DROP BOX INLET TYPE 5F | 01517 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | ||
| 0560 | JUNCTION BOX-15 INCH | 01641 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | ||
| 0570 | JUNCTION BOX-18 INCH | 01642 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | ||
| 0580 | JUNCTION BOX-42 INCH | 01646 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,350.00 | 0.00 | ||
| 0590 | SPRING BOX INLET TYPE A | 01660 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | ||
| 0600 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | ||
| 0610 | FLUME INLET TYPE 2 | 01691 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | ||
| 0620 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | ||
| 0630 | LIP CURB AND GUTTER | 01820 | LF | 24,509.00 | 24,509.000 | 0.000 | 0.000 | 14.50 | 0.00 | ||
| 0640 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0650 | REMOVE PAVEMENT | 02091 | SQYD | 12,211.00 | 12,211.000 | 0.000 | 0.000 | 4.95 | 0.00 | ||
| 0660 | TEMPORARY DITCH | 02159 | LF | 30,350.00 | 30,350.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0670 | ROADWAY EXCAVATION | 02200 | CUYD | 1,749,691.00 | 1,749,691.000 | 0.000 | 0.000 | 4.50 | 0.00 | ||
| 0680 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 56,798.00 | 56,798.000 | 0.000 | 0.000 | 5.25 | 0.00 | ||
| 0690 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 6,127.50 | 6,127.500 | 0.000 | 0.000 | 17.65 | 0.00 | ||
| 0700 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 52.50 | 0.00 | ||
| 0710 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 0720 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 830.00 | 0.00 | ||
| 0730 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | ||
| 0740 | REMOVE GUARDRAIL | 02381 | LF | 413.00 | 413.000 | 0.000 | 0.000 | 2.50 | 0.00 | ||
| 0750 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,280.00 | 0.00 | ||
| 0760 | TEMPORARY GUARDRAIL | 02397 | LF | 1,045.00 | 1,045.000 | 0.000 | 0.000 | 11.42 | 0.00 | ||
| 0770 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 309.00 | 309.000 | 0.000 | 0.000 | 87.00 | 0.00 | ||
| 0780 | CHANNEL LINING CLASS IA | 02482 | TON | 97.00 | 97.000 | 0.000 | 0.000 | 88.00 | 0.00 | ||
| 0790 | CHANNEL LINING CLASS II | 02483 | TON | 17,010.00 | 17,010.000 | 0.000 | 0.000 | 20.00 | 0.00 | ||
| 0800 | CHANNEL LINING CLASS III | 02484 | TON | 18,107.00 | 18,107.000 | 0.000 | 0.000 | 22.00 | 0.00 | ||
| 0810 | CEMENT | 02542 | TON | 7,468.00 | 7,468.000 | 0.000 | 0.000 | 119.50 | 0.00 | ||
| 0820 | CLEARING AND GRUBBING APPROXIMATELY 120 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 240,000.00 | 0.00 | ||
| 0830 | SIGNS | 02562 | SQFT | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 10.50 | 0.00 | ||
| 0840 | EDGE KEY | 02585 | LF | 373.00 | 373.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0850 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 271,827.00 | 271,827.000 | 0.000 | 0.000 | 0.90 | 0.00 | ||
| 0860 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 19,003.00 | 19,003.000 | 0.000 | 0.000 | 1.55 | 0.00 | ||
| 0870 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200,000.00 | 0.00 | ||
| 0880 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 152,775.00 | 0.00 | ||
| 0890 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | ||
| 0900 | TEMPORARY SILT FENCE | 02701 | LF | 30,250.00 | 30,250.000 | 0.000 | 0.000 | 1.95 | 0.00 | ||
| 0910 | SAND FOR BLOTTER | 02702 | TON | 943.00 | 943.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0920 | SILT TRAP TYPE A | 02703 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 275.00 | 0.00 | ||
| 0930 | SILT TRAP TYPE B | 02704 | EACH | 400.00 | 400.000 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 0940 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0950 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 800.00 | 800.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0960 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 30,250.00 | 30,250.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0970 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 180,000.00 | 0.00 | ||
| 0980 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | ||
| 0990 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 1000 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,150.00 | 0.00 | ||
| 1010 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | ||
| 1020 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 22.50 | 0.00 | ||
| 1030 | EROSION CONTROL BLANKET | 05950 | SQYD | 19,899.00 | 19,899.000 | 0.000 | 0.000 | 1.25 | 0.00 | ||
| 1040 | TEMPORARY MULCH | 05952 | SQYD | 750,000.00 | 750,000.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 1050 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 375,381.00 | 375,381.000 | 0.000 | 0.000 | 0.17 | 0.00 | ||
| 1060 | TOPDRESSING FERTILIZER | 05966 | TON | 21.25 | 21.250 | 0.000 | 0.000 | 505.00 | 0.00 | ||
| 1070 | SEEDING AND PROTECTION | 05985 | SQYD | 375,381.00 | 375,381.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 1080 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 169,444.00 | 169,444.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 1090 | SODDING | 05990 | SQYD | 15,292.00 | 15,292.000 | 0.000 | 0.000 | 4.65 | 0.00 | ||
| 1100 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 1,092.00 | 1,092.000 | 0.000 | 0.000 | 14.25 | 0.00 | ||
| 1110 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 1,405.00 | 1,405.000 | 0.000 | 0.000 | 13.05 | 0.00 | ||
| 1120 | STEEL POST TYPE 2 | 06411 | LF | 6,133.00 | 6,133.000 | 0.000 | 0.000 | 5.25 | 0.00 | ||
| 1130 | STEEL POST MILE MARKERS | 06412 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 103.50 | 0.00 | ||
| 1140 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 282,150.00 | 282,150.000 | 0.000 | 0.000 | 0.24 | 0.00 | ||
| 1150 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 282,150.00 | 282,150.000 | 0.000 | 0.000 | 0.24 | 0.00 | ||
| 1160 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 2,145.00 | 2,145.000 | 0.000 | 0.000 | 7.00 | 0.00 | ||
| 1170 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 127.00 | 127.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 1180 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 70.00 | 0.00 | ||
| 1190 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 102.00 | 102.000 | 0.000 | 0.000 | 80.00 | 0.00 | ||
| 1200 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 1210 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 140.00 | 0.00 | ||
| 1220 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 334.00 | 334.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 1230 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 821.00 | 821.000 | 0.000 | 0.000 | 24.00 | 0.00 | ||
| 1240 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 590.00 | 590.000 | 0.000 | 0.000 | 24.00 | 0.00 | ||
| 1250 | CONCRETE-CLASS A | 08100 | CUYD | 187.82 | 187.820 | 0.000 | 0.000 | 990.00 | 0.00 | ||
| 1260 | STEEL REINFORCEMENT | 08150 | LB | 10,794.00 | 10,794.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1270 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 89,590.00 | 89,590.000 | 0.000 | 0.000 | 0.16 | 0.00 | ||
| 1280 | SILT TRAP TYPE C | 20496NS843 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 1290 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 1300 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | ||
| 1310 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | LS | 1.00 | 1.000 | 0.020 | 0.100 | 0.120 | 769,708 | ||