|
ContID 071106 EST NO 0021 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071106 | Estimate Number | 0021 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04313) Ditto, Cody C. | ||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | MARS ADDR SN 0 | |||||
| P O BOX 2428 | |||||||
| CLARKSVILLE , IN , 47131-2428 | |||||||
| Pay Period | 01/11/2008 TO 01/24/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE08210510706 | ||||||
| Project No. | FD04 082 1051 000-003 | ||||||
| Primary County | MEADE | ||||||
| Name of Road | BRANDENBURG BYPASS (KY 79/KY 1051) | ||||||
| Description | WIDEN TO FIVE LANES FROM KY 448 TO MATTHEW WELSH BRIDGE BRANDENBURG BYPASS (KY 79/KY 1051) | ||||||
| Date Let | 02/16/2007 | Formal Acceptance | |||||
| Date Awarded | 03/05/2007 | Date Work Began | 04/09/2007 | ||||
| Date Contract Executed | 03/15/2007 | Open To Traffic | |||||
| Date NTP Issued | 03/15/2007 | Actual Completion Date | |||||
| Current Contract Amount | $15,973,875.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,963,000.00 |
Total Earnings | $7,726,028.58 |
$7,678,662.40 |
$47,366.18 |
|
| Percent Complete | 48.36 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $8,248,767.48 |
Gross Earnings | $7,726,028.58 |
$7,678,662.40 |
$0.00 |
|
| Total Change Orders | $10,875.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,725,107.52 |
$7,677,741.34 |
47,366.18 |
|||
| Contract Id | 071106 | Change Order Summary |
County | MEADE | ||||||
| Estimate Nbr | 0021 | Project Number | FD04 082 1051 000-003 | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | Period | 01/11/2008 TO 01/24/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fire Vault Relocation, Additional Valves, and Rock Bedding | Pending | 0 | $9,534.35 | 0.0 | |||||
| 002 | Underdrains in Supers | Approved | 11/14/2007 | $10,875.00 | 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 |
||
| DE08210510706 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0012 | 0.00 |
$0.00 |
$-921.06 |
||
| Contract Id | 071106 | COMMONWEALTH OF KENTUCKY |
County | MEADE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE08210510706 | ||||||
| Estimate Nbr | 0021 | Period | 01/11/2008 TO 01/24/2008 | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | |||||||||
| Project | DE08210510706 | Fed/State Project Number | FD04 082 1051 000-003 | 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 | 127,055.00 | 127,055.000 | 62.610 | 94,586.180 | 94,648.790 | 13.25 | 829.58 | 1,254,096.46 |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 50,683.00 | 50,683.000 | 22,937.020 | 22,937.020 | 26.00 | 596,362.52 | ||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 77.00 | 77.000 | 0.000 | 0.000 | 65.00 | 0.00 | ||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 26.00 | 26.000 | 0.000 | 0.000 | 110.00 | 0.00 | ||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 9,845.00 | 9,845.000 | 8,995.530 | 8,995.530 | 34.00 | 305,848.02 | ||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 13,737.00 | 13,737.000 | 0.000 | 0.000 | 36.00 | 0.00 | ||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 66,118.00 | 66,118.000 | 25,104.060 | 25,104.060 | 34.00 | 853,538.04 | ||
| 0080 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 26,582.00 | 26,582.000 | 0.000 | 0.000 | 38.00 | 0.00 | ||
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 217.00 | 217.000 | 0.000 | 0.000 | 280.00 | 0.00 | ||
| 0100 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,942.00 | 4,942.000 | 0.000 | 0.000 | 44.00 | 0.00 | ||
| 0110 | ASPHALT CURING SEAL | 00358 | TON | 272.00 | 272.000 | 0.000 | 0.000 | 280.00 | 0.00 | ||
| 0120 | ENTRANCE PIPE-15 INCH | 00440 | LF | 1,213.00 | 1,213.000 | 72.000 | 405.000 | 477.000 | 44.00 | 3,168.00 | 20,988.00 |
| 0130 | ENTRANCE PIPE-18 INCH | 00441 | LF | 229.00 | 229.000 | 294.000 | 294.000 | 45.00 | 13,230.00 | ||
| 0140 | ENTRANCE PIPE-24 INCH | 00443 | LF | 388.00 | 388.000 | 408.000 | 408.000 | 48.00 | 19,584.00 | ||
| 0150 | CULVERT PIPE-15 INCH | 00461 | LF | 91.00 | 91.000 | 0.000 | 0.000 | 54.00 | 0.00 | ||
| 0160 | CULVERT PIPE-18 INCH | 00462 | LF | 728.00 | 728.000 | 591.500 | 591.500 | 55.00 | 32,532.50 | ||
| 0170 | CULVERT PIPE-24 INCH | 00464 | LF | 206.00 | 206.000 | 204.000 | 204.000 | 62.00 | 12,648.00 | ||
| 0180 | CULVERT PIPE-30 INCH | 00466 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 75.00 | 3,375.00 | ||
| 0190 | CULVERT PIPE-36 INCH | 00468 | LF | 72.00 | 72.000 | 67.400 | 67.400 | 85.00 | 5,729.00 | ||
| 0200 | STORM SEWER PIPE-15 INCH | 00521 | LF | 388.00 | 388.000 | 41.500 | 202.000 | 243.500 | 44.00 | 1,826.00 | 10,714.00 |
| 0210 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,619.00 | 1,619.000 | 346.000 | 510.000 | 856.000 | 50.00 | 17,300.00 | 42,800.00 |
| 0220 | STORM SEWER PIPE-24 INCH | 00524 | LF | 709.00 | 709.000 | 100.000 | 319.000 | 419.000 | 70.00 | 7,000.00 | 29,330.00 |
| 0230 | STORM SEWER PIPE-30 INCH | 00526 | LF | 490.00 | 490.000 | 135.000 | 340.000 | 475.000 | 78.00 | 10,530.00 | 37,050.00 |
| 0240 | PERFORATED PIPE-4 INCH | 01000 | LF | 32,134.00 | 32,134.000 | 23,478.000 | 23,478.000 | 4.17 | 97,903.26 | ||
| 0250 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 3,959.00 | 3,959.000 | 35.000 | 35.000 | 8.50 | 297.50 | ||
| 0260 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,400.00 | 0.00 | ||
| 0270 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 410.00 | 0.00 | ||
| 0280 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 435.00 | 0.00 | ||
| 0290 | METAL END SECTION TY 3-15 INCH | 01390 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | ||
| 0300 | CURB BOX INLET TYPE A | 01456 | EACH | 19.00 | 19.000 | 1.000 | 8.000 | 9.000 | 3,300.00 | 3,300.00 | 29,700.00 |
| 0310 | DROP BOX INLET TYPE 1 | 01490 | EACH | 13.00 | 13.000 | 9.000 | 9.000 | 2,200.00 | 19,800.00 | ||
| 0320 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | ||
| 0330 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | ||
| 0340 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | ||
| 0350 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0360 | JUNCTION BOX | 01650 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | ||
| 0370 | STANDARD CURB AND GUTTER | 01810 | LF | 6,553.00 | 6,553.000 | 0.000 | 0.000 | 13.50 | 0.00 | ||
| 0380 | ISLAND CURB AND GUTTER | 01825 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 13.00 | 0.00 | ||
| 0390 | REMOVE CURB | 01904 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0410 | REMOVE CONCRETE ISLAND | 02016 | SQYD | 619.00 | 619.000 | 564.000 | 564.000 | 5.00 | 2,820.00 | ||
| 0420 | REMOVE PAVEMENT | 02091 | SQYD | 7,297.00 | 7,297.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0430 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 1,624.00 | 1,624.000 | 0.000 | 0.000 | 46.00 | 0.00 | ||
| 0440 | TEMPORARY DITCH | 02159 | LF | 21,515.00 | 21,515.000 | 537.000 | 537.000 | 0.40 | 214.80 | ||
| 0450 | GRANULAR EMBANKMENT | 02223 | CUYD | 31,219.00 | 31,219.000 | 13,363.000 | 13,363.000 | 21.00 | 280,623.00 | ||
| 0460 | WATER | 02242 | MGAL | 150.00 | 150.000 | 0.000 | 0.000 | 0.10 | 0.00 | ||
| 0470 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,099.00 | 4,099.000 | 4,182.000 | 4,182.000 | 4.65 | 19,446.30 | ||
| 0480 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 10,012.50 | 10,012.500 | 425.000 | 425.000 | 15.10 | 6,417.50 | ||
| 0490 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0500 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | ||
| 0510 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0520 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 800.00 | 0.00 | ||
| 0530 | REMOVE GUARDRAIL | 02381 | LF | 9,332.00 | 9,332.000 | 4,975.000 | 4,975.000 | 0.90 | 4,477.50 | ||
| 0540 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 14.00 | 14.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | ||
| 0550 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 53.00 | 53.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0560 | R/W MARKER RURAL TYPE 2 | 02435 | EACH | 155.00 | 155.000 | 76.000 | 76.000 | 75.00 | 5,700.00 | ||
| 0570 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 70.00 | 140.00 | ||
| 0580 | CLEAN SINKHOLE | 02469 | EACH | 26.00 | 26.000 | 16.000 | 16.000 | 1,200.00 | 19,200.00 | ||
| 0590 | CHANNEL LINING CLASS IA | 02482 | TON | 127.00 | 127.000 | 0.000 | 0.000 | 42.00 | 0.00 | ||
| 0600 | CHANNEL LINING CLASS II | 02483 | TON | 4,192.00 | 4,192.000 | 2,373.160 | 2,373.160 | 22.00 | 52,209.52 | ||
| 0610 | CHANNEL LINING CLASS III | 02484 | TON | 541.00 | 541.000 | 0.000 | 0.000 | 22.00 | 0.00 | ||
| 0620 | CLEARING AND GRUBBING 11 ACRES | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 65,000.00 | 58,500.00 | ||
| 0630 | SIGNS | 02562 | SQFT | 500.00 | 500.000 | 527.000 | 527.000 | 10.00 | 5,270.00 | ||
| 0640 | EDGE KEY | 02585 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0650 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 861.00 | 861.000 | 11.700 | 11.700 | 2.00 | 23.40 | ||
| 0660 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 155.00 | 155.000 | 2,140.000 | 2,140.000 | 3.00 | 6,420.00 | ||
| 0670 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 45,282.00 | 45,282.000 | 54.000 | 24,840.000 | 24,894.000 | 1.90 | 102.60 | 47,298.60 |
| 0680 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 115,000.00 | 23,000.00 | ||
| 0690 | LANE CLOSURE | 02653 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0700 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | ||
| 0710 | SAFELOADING | 02690 | CUYD | 32.00 | 32.000 | 27.230 | 27.230 | 350.00 | 9,530.50 | ||
| 0720 | TEMPORARY SILT FENCE | 02701 | LF | 10,975.00 | 10,975.000 | 8,446.000 | 8,446.000 | 1.90 | 16,047.40 | ||
| 0730 | SAND FOR BLOTTER | 02702 | TON | 339.00 | 339.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 0740 | SILT TRAP TYPE B | 02704 | EACH | 183.00 | 183.000 | 56.000 | 56.000 | 275.00 | 15,400.00 | ||
| 0750 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 549.00 | 549.000 | 26.000 | 0.000 | 26.000 | 20.00 | 520.00 | 520.00 |
| 0760 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 32,925.00 | 32,925.000 | 1,112.000 | 1,112.000 | 0.25 | 278.00 | ||
| 0770 | SEDIMENTATION BASIN | 02711 | CUYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 7.00 | 0.00 | ||
| 0780 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0790 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 126.50 | 126.500 | 0.000 | 0.000 | 36.00 | 0.00 | ||
| 0800 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 117,000.00 | 35,100.00 | ||
| 0810 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0820 | EROSION CONTROL BLANKET | 05950 | SQYD | 52,887.00 | 52,887.000 | 2,591.000 | 2,591.000 | 1.14 | 2,953.74 | ||
| 0830 | TEMPORARY MULCH | 05952 | SQYD | 214,911.00 | 214,911.000 | 54,136.000 | 54,136.000 | 0.16 | 8,661.76 | ||
| 0840 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 29,009.00 | 29,009.000 | 0.000 | 0.000 | 0.26 | 0.00 | ||
| 0850 | SEEDING AND PROTECTION | 05985 | SQYD | 290,087.00 | 290,087.000 | 138,238.000 | 138,238.000 | 0.32 | 44,236.16 | ||
| 0860 | SODDING | 05990 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0870 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 346,344.00 | 346,344.000 | 161,494.000 | 161,494.000 | 0.12 | 19,379.28 | ||
| 0880 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 22,142.00 | 22,142.000 | 0.000 | 0.000 | 0.45 | 0.00 | ||
| 0890 | PAVE STRIPING-THERMO-4 INCH W | 06540 | LF | 63,088.00 | 63,088.000 | 0.000 | 0.000 | 0.65 | 0.00 | ||
| 0900 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | LF | 94,000.00 | 94,000.000 | 0.000 | 0.000 | 0.65 | 0.00 | ||
| 0910 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 8,780.00 | 8,780.000 | 0.000 | 0.000 | 1.50 | 0.00 | ||
| 0920 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 49,914.00 | 49,914.000 | 0.000 | 0.000 | 1.10 | 0.00 | ||
| 0930 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 26,637.00 | 26,637.000 | 0.000 | 0.000 | 1.10 | 0.00 | ||
| 0940 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 562.00 | 562.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 0950 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 85.00 | 0.00 | ||
| 0960 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 325.00 | 325.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0970 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 1,046.00 | 1,046.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0980 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 571.00 | 571.000 | 417.000 | 417.000 | 6.00 | 2,502.00 | ||
| 0990 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 222.00 | 222.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 1000 | CONCRETE-CLASS A | 08100 | CUYD | 45.90 | 45.900 | 23.550 | 23.550 | 500.00 | 11,775.00 | ||
| 1010 | STEEL REINFORCEMENT | 08150 | LB | 724.00 | 724.000 | 599.500 | 599.500 | 1.00 | 599.50 | ||
| 1020 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 243,918.00 | 243,918.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1030 | FUEL ADJUSTMENT | 10020NS | DOLL | 177,016.00 | 177,016.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 219,526.00 | 219,526.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1050 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 10,580.00 | 10,580.000 | 0.000 | 0.000 | 56.00 | 0.00 | ||
| 1060 | SILT TRAP TYPE C | 20496NS843 | EACH | 28.00 | 28.000 | 5.000 | 21.000 | 26.000 | 200.00 | 1,000.00 | 5,200.00 |
| 1070 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 1080 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | ||
| 1090 | REMOVE TRAFFIC ISLAND | 20997ED | SQYD | 216.00 | 216.000 | 263.000 | 263.000 | 7.00 | 1,841.00 | ||
| 1100 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 30.00 | 30.000 | 895.000 | 3,418.000 | 4,313.000 | 2.00 | 1,790.00 | 8,626.00 |
| 1110 | EMBANKMENT | 21553EN | CUYD | 269,058.00 | 269,058.000 | 242,211.000 | 242,211.000 | 3.90 | 944,622.90 | ||
| 1120 | EXCAVATION | 21554EN | CUYD | 277,349.00 | 277,349.000 | 249,326.000 | 249,326.000 | 4.90 | 1,221,697.40 | ||
| 1480 | BARRICADE-TYPE III (7) | 02014 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 1490 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 37,162.00 | 37,162.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 8004 | PERFORATED PIPE-4 INCH IN ASPHALT | 01000 | LF | 0.00 | 300.000 | 602.000 | 602.000 | 22.50 | 13,545.00 | ||
| 8005 | NON-PERFORATED PIPE-4 INCH IN ASPHALT | 01010 | LF | 0.00 | 150.000 | 66.000 | 66.000 | 27.50 | 1,815.00 | ||
| Project | DE08210510706 | Fed/State Project Number | FD04 082 1051 000-003 | Category | 0002 SIGNALS | ||||||
| 1130 | CONDUIT-1 1/4 INCH | 04793 | LF | 2,013.00 | 2,013.000 | 320.000 | 320.000 | 4.00 | 1,280.00 | ||
| 1140 | CONDUIT-2 INCH | 04795 | LF | 2,257.00 | 2,257.000 | 300.000 | 300.000 | 5.00 | 1,500.00 | ||
| 1150 | JUNCTION BOX TYPE B | 04811 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 1160 | TRENCHING AND BACKFILLING | 04820 | LF | 4,270.00 | 4,270.000 | 260.000 | 260.000 | 6.50 | 1,690.00 | ||
| 1170 | LOOP WIRE | 04830 | LF | 16,176.00 | 16,176.000 | 0.000 | 0.000 | 0.75 | 0.00 | ||
| 1180 | CABLE-NO. 14/5C | 04844 | LF | 2,600.00 | 2,600.000 | 2,075.000 | 2,075.000 | 1.50 | 3,112.50 | ||
| 1190 | CABLE-NO. 14/7C | 04845 | LF | 2,300.00 | 2,300.000 | 1,962.000 | 1,962.000 | 1.50 | 2,943.00 | ||
| 1200 | CABLE-NO. 14/1 PAIR | 04850 | LF | 23,150.00 | 23,150.000 | 10,558.000 | 10,558.000 | 1.00 | 10,558.00 | ||
| 1210 | MESSENGER-10800 LB | 04885 | LF | 2,905.00 | 2,905.000 | 2,397.000 | 2,397.000 | 5.00 | 11,985.00 | ||
| 1220 | LOOP SAW SLOT AND FILL | 04895 | LF | 6,347.00 | 6,347.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 1230 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 3,500.00 | 17,500.00 | ||
| 1240 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 24.00 | 24.000 | 21.000 | 21.000 | 3,500.00 | 73,500.00 | ||
| 1250 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 5.00 | 5.000 | ||||||