|
ContID 071131 EST NO 0013 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071131 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | MADISIONVILLE (02316) Bagby, Brandon R. | ||||||
| Contractor | ROGERS GROUP INC | MARS ADDR SN 7 | |||||
| PO BOX 10278 | |||||||
| ATLANTA , GA , 30368-2798 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE02490040731 | ||||||
| Project No. | HPP-STP 9004 (18) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | EDWARD T. BREATHITT (PENNYRILE) PARKWAY (9004) | ||||||
| Description | PKWY. EXTENSION SECTION 1C; FROM LOVERS LANE N. TO US 68 BYP INCLUD. LOVERS LANE RECONSTRUCT AND SB OFF-RAMP & NB ON-RAMP | ||||||
| Date Let | 06/22/2007 | Formal Acceptance | |||||
| Date Awarded | 07/06/2007 | Date Work Began | 08/02/2007 | ||||
| Date Contract Executed | 07/31/2007 | Open To Traffic | |||||
| Date NTP Issued | 07/31/2007 | Actual Completion Date | |||||
| Current Contract Amount | $29,878,568.24 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $29,875,000.03 |
Total Earnings | $8,110,429.77 |
$7,667,621.45 |
$442,808.32 |
|
| Percent Complete | 27.73 |
Stockpiled Materials | $191,879.00 |
$277,857.00 |
$-85,978.00 |
|
| Funds Available | $21,594,259.47 |
Gross Earnings | $8,302,308.77 |
$7,945,478.45 |
$0.00 |
|
| Total Change Orders | $3,568.21 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,284,308.77 |
$7,927,478.45 |
356,830.32 |
|||
| Contract Id | 071131 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0013 | Project Number | HPP-STP 9004 (18) | |||||||
| Contractor | ROGERS GROUP INC | 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 | Waterline and Railroad Additions | Approved | 10/22/2007 | $3,568.21 | 0.0 | |||||
| 002 | Additional Staking due to Waterline Relocation | Pending | 0 | $1,150.00 | 0.0 | |||||
| 003 | Modifications to Waterline Relocation | Pending | 0 | $8,990.77 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUIDATED DAMAGES | 0001 |
$-18,000.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 071131 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE02490040731 | ||||||
| Estimate Nbr | 0013 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DE02490040731 | Fed/State Project Number | HPP-STP 9004 (18) | 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 | CRUSHED AGGREGATE SIZE NO 2 Roadway | 00078 | TON | 91.00 | 91.000 | 0.000 | 0.000 | 41.84 | 0.00 | ||
| 0020 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 52,239.00 | 52,239.000 | 0.000 | 0.000 | 1.67 | 0.00 | ||
| 0030 | ENTRANCE PIPE-15 INCH | 00440 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 47.28 | 0.00 | ||
| 0040 | ENTRANCE PIPE-18 INCH | 00441 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 47.48 | 0.00 | ||
| 0050 | CULVERT PIPE-15 INCH | 00461 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 54.13 | 0.00 | ||
| 0060 | CULVERT PIPE-18 INCH | 00462 | LF | 241.00 | 241.000 | 0.000 | 0.000 | 60.61 | 0.00 | ||
| 0070 | CULVERT PIPE-24 INCH | 00464 | LF | 250.00 | 250.000 | 56.000 | 56.000 | 74.57 | 4,175.92 | ||
| 0080 | CULVERT PIPE-36 INCH | 00468 | LF | 155.00 | 155.000 | 155.000 | 155.000 | 99.15 | 15,368.25 | ||
| 0090 | CULVERT PIPE-42 INCH | 00469 | LF | 164.00 | 164.000 | 164.000 | 164.000 | 90.05 | 14,768.20 | ||
| 0100 | CULVERT PIPE-54 INCH | 00471 | LF | 224.00 | 224.000 | 224.000 | 224.000 | 167.87 | 37,602.88 | ||
| 0110 | CULVERT PIPE-72 INCH | 00474 | LF | 124.00 | 124.000 | 124.000 | 124.000 | 234.34 | 29,058.16 | ||
| 0120 | STORM SEWER PIPE-15 INCH | 00521 | LF | 165.00 | 165.000 | 165.000 | 165.000 | 31.38 | 5,177.70 | ||
| 0130 | STORM SEWER PIPE-18 INCH | 00522 | LF | 622.00 | 622.000 | 57.000 | 57.000 | 44.45 | 2,533.65 | ||
| 0140 | STORM SEWER PIPE-24 INCH | 00524 | LF | 165.00 | 165.000 | 87.000 | 87.000 | 62.55 | 5,441.85 | ||
| 0150 | PERFORATED PIPE-4 INCH | 01000 | LF | 28,141.00 | 28,141.000 | 0.000 | 0.000 | 4.81 | 0.00 | ||
| 0160 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 1,278.00 | 1,278.000 | 0.000 | 0.000 | 13.60 | 0.00 | ||
| 0170 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 418.40 | 0.00 | ||
| 0180 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 449.78 | 0.00 | ||
| 0190 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 460.24 | 0.00 | ||
| 0200 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 449.78 | 0.00 | ||
| 0210 | METAL END SECTION TY 3-54 INCH | 01398 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,471.31 | 0.00 | ||
| 0220 | METAL END SECTION TY 4-54 INCH | 01418 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 6,484.86 | 25,939.44 | ||
| 0230 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,736.23 | 0.00 | ||
| 0240 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,309.45 | 0.00 | ||
| 0250 | CURB BOX INLET TYPE B | 01480 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,162.81 | 0.00 | ||
| 0260 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,325.04 | 0.00 | ||
| 0270 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,612.77 | 0.00 | ||
| 0280 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,591.96 | 0.00 | ||
| 0290 | DROP BOX INLET TYPE 5F | 01517 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,608.22 | 0.00 | ||
| 0300 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,997.74 | 0.00 | ||
| 0310 | JUNCTION BOX-54 INCH | 01648 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,038.81 | 3,038.81 | ||
| 0320 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 209.20 | 0.00 | ||
| 0330 | ISLAND CURB AND GUTTER | 01825 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 20.92 | 0.00 | ||
| 0340 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 556.00 | 556.000 | 0.000 | 0.000 | 29.29 | 0.00 | ||
| 0350 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 162.00 | 162.000 | 0.000 | 0.000 | 70.60 | 0.00 | ||
| 0360 | BARRICADE-TYPE II | 02013 | EACH | 95.00 | 95.000 | 6.000 | 6.000 | 101.60 | 609.60 | ||
| 0370 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 276.42 | 0.00 | ||
| 0380 | REMOVE PAVEMENT | 02091 | SQYD | 479.00 | 479.000 | 0.000 | 0.000 | 8.37 | 0.00 | ||
| 0390 | TEMPORARY DITCH | 02159 | LF | 25,302.00 | 25,302.000 | 0.000 | 0.000 | 1.05 | 0.00 | ||
| 0400 | GRANULAR EMBANKMENT | 02223 | CUYD | 272.00 | 272.000 | 462.220 | 462.220 | 29.29 | 13,538.42 | ||
| 0410 | EMBANKMENT IN PLACE | 02230 | CUYD | 867,827.00 | 867,827.000 | 14,500.000 | 559,034.660 | 573,534.660 | 8.75 | 126,875.00 | 5,018,428.27 |
| 0420 | WATER | 02242 | MGAL | 1,010.00 | 1,010.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0430 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 10,648.00 | 10,648.000 | 0.000 | 0.000 | 4.87 | 0.00 | ||
| 0440 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 23,189.00 | 23,189.000 | 0.000 | 0.000 | 17.59 | 0.00 | ||
| 0450 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 25.88 | 0.00 | ||
| 0460 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 51.76 | 0.00 | ||
| 0470 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,054.75 | 0.00 | ||
| 0480 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,211.92 | 0.00 | ||
| 0490 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 2,484.33 | 0.00 | ||
| 0500 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 465.81 | 0.00 | ||
| 0510 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 82.81 | 0.00 | ||
| 0520 | CLEAN SINKHOLE | 02469 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,552.71 | 3,105.42 | ||
| 0530 | CHANNEL LINING CLASS II | 02483 | TON | 10,392.00 | 10,392.000 | 3,789.020 | 3,789.020 | 28.98 | 109,805.79 | ||
| 0540 | CHANNEL LINING CLASS III | 02484 | TON | 5,297.00 | 5,297.000 | 0.000 | 0.000 | 30.02 | 0.00 | ||
| 0550 | CLEARING AND GRUBBING 112.9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,270.63 | 155,270.63 | ||
| 0560 | SIGNS | 02562 | SQFT | 3,750.00 | 3,750.000 | 104.000 | 104.000 | 7.18 | 746.72 | ||
| 0570 | EDGE KEY | 02585 | LF | 37.00 | 37.000 | 0.000 | 0.000 | 207.03 | 0.00 | ||
| 0580 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 485.00 | 485.000 | 765.780 | 765.780 | 2.85 | 2,182.47 | ||
| 0590 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 160,438.93 | 0.00 | ||
| 0600 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 98,338.06 | 49,169.03 | ||
| 0610 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,070.28 | 0.00 | ||
| 0620 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 18,820.09 | 0.00 | ||
| 0630 | TEMPORARY SILT FENCE | 02701 | LF | 25,302.00 | 25,302.000 | 15,850.000 | 15,850.000 | 2.59 | 41,051.50 | ||
| 0640 | SILT TRAP TYPE A | 02703 | EACH | 113.00 | 113.000 | 76.000 | 76.000 | 336.42 | 25,567.92 | ||
| 0650 | SILT TRAP TYPE B | 02704 | EACH | 113.00 | 113.000 | 12.500 | 12.500 | 362.30 | 4,528.75 | ||
| 0660 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,808.00 | 1,808.000 | 10.000 | 10.000 | 0.01 | 0.10 | ||
| 0670 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,808.00 | 1,808.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0680 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 404,832.00 | 404,832.000 | 1,000.000 | 1,000.000 | 0.01 | 10.00 | ||
| 0690 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 170,797.69 | 51,239.30 | ||
| 0700 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,395.73 | 0.00 | ||
| 0710 | EROSION CONTROL BLANKET | 05950 | SQYD | 130,249.00 | 130,249.000 | 0.000 | 0.000 | 1.20 | 0.00 | ||
| 0720 | TEMPORARY MULCH | 05952 | SQYD | 546,436.00 | 546,436.000 | 237,142.660 | 237,142.660 | 0.12 | 28,457.11 | ||
| 0730 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 24,200.00 | 24,200.000 | 108,900.000 | 108,900.000 | 0.18 | 19,602.00 | ||
| 0740 | TOPDRESSING FERTILIZER | 05966 | TON | 21.20 | 21.200 | 0.000 | 0.000 | 517.57 | 0.00 | ||
| 0750 | SEEDING AND PROTECTION | 05985 | SQYD | 410,432.00 | 410,432.000 | 0.000 | 0.000 | 0.28 | 0.00 | ||
| 0760 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 82,958.00 | 82,958.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 0770 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 26,311.00 | 26,311.000 | 11,131.000 | 11,131.000 | 0.22 | 2,448.82 | ||
| 0780 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 12,933.00 | 12,933.000 | 0.000 | 0.000 | 0.25 | 0.00 | ||
| 0790 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 36,339.00 | 36,339.000 | 0.000 | 0.000 | 0.70 | 0.00 | ||
| 0800 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 23,451.00 | 23,451.000 | 0.000 | 0.000 | 0.70 | 0.00 | ||
| 0810 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 3,632.00 | 3,632.000 | 0.000 | 0.000 | 1.81 | 0.00 | ||
| 0820 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 26,386.00 | 26,386.000 | 0.000 | 0.000 | 2.85 | 0.00 | ||
| 0830 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 111.79 | 0.00 | ||
| 0840 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 220.00 | 220.000 | 0.000 | 0.000 | 7.61 | 0.00 | ||
| 0850 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 21.22 | 0.00 | ||
| 0860 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 193.00 | 193.000 | 0.000 | 0.000 | 21.22 | 0.00 | ||
| 0870 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 360.00 | 360.000 | 0.000 | 0.000 | 21.22 | 0.00 | ||
| 0880 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 320.00 | 320.000 | 0.000 | 0.000 | 21.22 | 0.00 | ||
| 0890 | CONCRETE-CLASS A Roadway | 08100 | CUYD | 53.40 | 53.400 | 8.350 | 8.350 | 656.20 | 5,479.27 | ||
| 0900 | STEEL REINFORCEMENT Roadway | 08150 | LB | 3,624.00 | 3,624.000 | 430.000 | 430.000 | 1.04 | 447.20 | ||
| 0910 | SHRUB | 20001ES724 | EACH | 64.00 | 64.000 | 0.000 | 0.000 | 113.87 | 0.00 | ||
| 0920 | CLAY SOIL CAP | 20315ED | CUYD | 246.00 | 246.000 | 0.000 | 0.000 | 10.35 | 0.00 | ||
| 0930 | SILT TRAP TYPE C | 20496NS843 | EACH | 113.00 | 113.000 | 0.000 | 0.000 | 207.03 | 0.00 | ||
| 0940 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 1,808.00 | 1,808.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0950 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 550.86 | 0.00 | ||
| 0960 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 4,464.00 | 4,464.000 | 1,000.000 | 1,000.000 | 2.00 | 2,000.00 | ||
| 0970 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 0.000 | 0.000 | 232,905.94 | 0.00 | ||
| Project | DE02490040731 | Fed/State Project Number | HPP-STP 9004 (18) | Category | 0002 DEMOBILIZATION AND MOBILIZATION | ||||||
| 0980 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 909,803.77 | 909,803.77 | ||
| 0990 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 435,000.00 | 0.00 | ||
| Project | DE02490040731 | Fed/State Project Number | HPP-STP 9004 (18) | Category | 0003 ROADWAY | ||||||
| 1000 | DGA BASE | 00001 | TON | 83,105.00 | 83,105.000 | 5,375.510 | 5,375.510 | 17.96 | 96,544.15 | ||
| 1010 | CRUSHED STONE BASE | 00003 | TON | 200.00 | 200.000 | 386.270 | 386.270 | 30.58 | 11,812.13 | ||
| 1020 | LIME STABILIZED ROADBED | 00013 | SQYD | 127,966.00 | 127,966.000 | 0.000 | 0.000 | 1.81 | 0.00 | ||
| 1030 | LIME | 00014 | TON | 2,442.00 | 2,442.000 | 0.000 | 0.000 | 105.43 | 0.00 | ||
| 1040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 30,624.00 | 30,624.000 | 0.000 | 0.000 | 32.93 | 0.00 | ||
| 1050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 481.00 | 481.000 | 0.000 | 0.000 | 69.17 | 0.00 | ||
| 1060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 20,054.00 | 20,054.000 | 2,232.790 | 2,232.790 | 54.23 | 121,084.20 | ||
| 1070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 36,968.00 | 36,968.000 | 2,148.520 | 2,148.520 | 53.02 | 113,914.53 | ||
| 1080 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 18,154.00 | 18,154.000 | 0.000 | 0.000 | 60.49 | 0.00 | ||
| 1090 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 57.00 | 57.000 | 0.000 | 0.000 | 578.94 | 0.00 | ||
| 1100 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,668.00 | 3,668.000 | 933.160 | 933.160 | 62.64 | 58,453.14 | ||
| 1110 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 5,345.00 | 5,345.000 | 0.000 | 0.000 | 70.43 | 0.00 | ||
| 1120 | ASPHALT CURING SEAL | 00358 | TON | 215.00 | 215.000 | 0.000 | 0.000 | 387.49 | 0.00 | ||
| 1130 | SAND FOR BLOTTER | 02702 | TON | 594.00 | 594.000 | 0.000 | 0.000 | 34.59 | 0.00 | ||
| Project | DE02490040731 | Fed/State Project Number | HPP-STP 9004 (18) | Category | 0005 SIGNING | ||||||
| 1290 | GMSS GALV STEEL TYPE A | 06400 | LB | 1,012.00 | 1,012.000 | 0.000 | 0.000 | 4.18 | 0.00 | ||
| 1300 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 723.60 | 723.600 | 0.000 | 0.000 | 17.05 | 0.00 | ||
| 1310 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 488.25 | 488.250 | 0.000 | 0.000 | 11.24 | 0.00 | ||
| 1320 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 266.30 | 266.300 | 0.000 | 0.000 | 11.82 | 0.00 | ||
| 1330 | STEEL POST TYPE 1 | 06410 | LF | 123.00 | 123.000 | 0.000 | 0.000 | 16.74 | 0.00 | ||
| 1340 | STEEL POST TYPE 2 | 06411 | LF | 1,263.00 | 1,263.000 | 0.000 | 0.000 | 5.18 | 0.00 | ||
| 1350 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 24.06 | 0.00 | ||
| 1360 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 24.06 | 0.00 | ||
| 1370 | OSS ALUMINUM 70 FT TRUSS | 06426 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 48,466.34 | 0.00 | ||
| 1380 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 156.90 | 0.00 | ||
| 1390 | OSS ALUMINUM 130 FT TRUSS | 06467 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 86,462.24 | 0.00 | ||
| 1400 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 59.14 | 59.140 | 0.000 | 0.000 | 418.40 | 0.00 | ||
| 1410 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 5,238.00 | 5,238.000 | 0.000 | 0.000 | 2.09 | 0.00 | ||
| 1420 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 2.00 | 2.000 | ||||||