|
ContID 071137 EST NO 0010 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071137 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08317) Foster, Mark A., P.E. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | MARS ADDR SN 2 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 01/12/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE10012470737 | ||||||
| Project No. | FD04 100 1247 000-004 | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | CEDAR GROVE-ELIHU ROAD (KY 1247) | ||||||
| Description | RECONSTRUCT FROM BEND OF LAKES ROAD TO SOMERSET SOUTHEAST BYPASS | ||||||
| Date Let | 06/22/2007 | Formal Acceptance | |||||
| Date Awarded | 07/06/2007 | Date Work Began | 08/30/2007 | ||||
| Date Contract Executed | 08/30/2007 | Open To Traffic | |||||
| Date NTP Issued | 08/30/2007 | Actual Completion Date | |||||
| Current Contract Amount | $22,597,148.34 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,597,148.34 |
Total Earnings | $2,367,064.96 |
$1,656,667.48 |
$710,397.48 |
|
| Percent Complete | 10.48 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $20,230,083.38 |
Gross Earnings | $2,367,064.96 |
$1,656,667.48 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,367,064.96 |
$1,656,667.48 |
710,397.48 |
|||
| Contract Id | 071137 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0010 | Project Number | FD04 100 1247 000-004 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 01/12/2008 TO 01/25/2008 | |||||||
| 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 | 071137 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE10012470737 | ||||||
| Estimate Nbr | 0010 | Period | 01/12/2008 TO 01/25/2008 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE10012470737 | Fed/State Project Number | FD04 100 1247 000-004 | 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 STONE BASE | 00003 | TON | 90,564.60 | 90,564.600 | 147.120 | 147.120 | 13.25 | 1,949.34 | ||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 2,064.60 | 2,064.600 | 78.510 | 78.510 | 17.50 | 1,373.92 | ||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 102.70 | 0.00 | ||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 291.20 | 291.200 | 0.000 | 0.000 | 26.50 | 0.00 | ||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 62,339.90 | 62,339.900 | 0.000 | 0.000 | 40.65 | 0.00 | ||
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,907.10 | 2,907.100 | 0.000 | 0.000 | 41.85 | 0.00 | ||
| 0070 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 1,533.50 | 1,533.500 | 0.000 | 0.000 | 45.50 | 0.00 | ||
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 34.90 | 34.900 | 0.000 | 0.000 | 385.00 | 0.00 | ||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,550.50 | 4,550.500 | 0.000 | 0.000 | 44.35 | 0.00 | ||
| 0100 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 6,937.40 | 6,937.400 | 0.000 | 0.000 | 47.80 | 0.00 | ||
| 0110 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 422.70 | 422.700 | 0.000 | 0.000 | 67.20 | 0.00 | ||
| 0120 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 55,426.80 | 55,426.800 | 0.000 | 0.000 | 1.05 | 0.00 | ||
| 0130 | ENTRANCE PIPE-15 INCH | 00440 | LF | 162.00 | 162.000 | 0.000 | 0.000 | 34.00 | 0.00 | ||
| 0140 | ENTRANCE PIPE-18 INCH | 00441 | LF | 365.00 | 365.000 | 0.000 | 0.000 | 57.70 | 0.00 | ||
| 0150 | ENTRANCE PIPE-24 INCH | 00443 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 44.30 | 0.00 | ||
| 0160 | ENTRANCE PIPE-30 INCH | 00445 | LF | 288.00 | 288.000 | 0.000 | 0.000 | 69.10 | 0.00 | ||
| 0170 | CULVERT PIPE-15 INCH | 00461 | LF | 316.00 | 316.000 | 0.000 | 0.000 | 62.90 | 0.00 | ||
| 0180 | CULVERT PIPE-18 INCH | 00462 | LF | 2,208.00 | 2,208.000 | 0.000 | 0.000 | 46.40 | 0.00 | ||
| 0190 | CULVERT PIPE-24 INCH | 00464 | LF | 209.00 | 209.000 | 0.000 | 0.000 | 51.50 | 0.00 | ||
| 0200 | CULVERT PIPE-30 INCH | 00466 | LF | 297.00 | 297.000 | 0.000 | 0.000 | 69.10 | 0.00 | ||
| 0210 | CULVERT PIPE-36 INCH | 00468 | LF | 466.00 | 466.000 | 0.000 | 0.000 | 77.30 | 0.00 | ||
| 0220 | CULVERT PIPE-42 INCH | 00469 | LF | 545.00 | 545.000 | 0.000 | 0.000 | 94.80 | 0.00 | ||
| 0230 | CULVERT PIPE-48 INCH | 00470 | LF | 273.00 | 273.000 | 0.000 | 0.000 | 113.40 | 0.00 | ||
| 0240 | STORM SEWER PIPE-15 INCH | 00521 | LF | 217.00 | 217.000 | 0.000 | 0.000 | 35.10 | 0.00 | ||
| 0250 | STORM SEWER PIPE-18 INCH | 00522 | LF | 208.00 | 208.000 | 0.000 | 0.000 | 41.20 | 0.00 | ||
| 0260 | STORM SEWER PIPE-36 INCH | 00528 | LF | 295.00 | 295.000 | 0.000 | 0.000 | 90.70 | 0.00 | ||
| 0270 | STORM SEWER PIPE-42 INCH | 00529 | LF | 179.00 | 179.000 | 0.000 | 0.000 | 97.90 | 0.00 | ||
| 0280 | SLOTTED DRAIN PIPE-15 INCH | 00981 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 75.30 | 0.00 | ||
| 0290 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 13.20 | 0.00 | ||
| 0300 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 42.30 | 0.00 | ||
| 0310 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 0320 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 440.00 | 0.00 | ||
| 0330 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 510.00 | 0.00 | ||
| 0340 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | ||
| 0350 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,320.00 | 0.00 | ||
| 0360 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,840.00 | 0.00 | ||
| 0370 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,020.00 | 0.00 | ||
| 0380 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,610.00 | 0.00 | ||
| 0390 | DROP BOX INLET TYPE 2 | 01493 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,580.00 | 0.00 | ||
| 0400 | DROP BOX INLET TYPE 5B | 01505 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,580.00 | 0.00 | ||
| 0410 | DROP BOX INLET TYPE 5C | 01508 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,580.00 | 0.00 | ||
| 0420 | DROP BOX INLET TYPE 5D | 01511 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,580.00 | 0.00 | ||
| 0430 | DROP BOX INLET TYPE 5E | 01514 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,580.00 | 0.00 | ||
| 0440 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,740.00 | 0.00 | ||
| 0450 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,470.00 | 0.00 | ||
| 0460 | DROP BOX INLET TYPE 16S | 01587 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,330.00 | 0.00 | ||
| 0470 | JUNCTION BOX-30 INCH | 01644 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | ||
| 0480 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 124.40 | 124.400 | 0.000 | 0.000 | 51.55 | 0.00 | ||
| 0490 | BARRICADE-TYPE III | 02014 | EACH | 27.00 | 27.000 | 1.000 | 2.000 | 3.000 | 210.00 | 210.00 | 630.00 |
| 0500 | REMOVE PAVEMENT | 02091 | SQYD | 3,366.00 | 3,366.000 | 0.000 | 0.000 | 5.50 | 0.00 | ||
| 0510 | TEMPORARY DITCH | 02159 | LF | 16,100.00 | 16,100.000 | 49.000 | 49.000 | 1.90 | 93.10 | ||
| 0520 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,138,834.00 | 1,138,834.000 | 112,885.000 | 59,490.000 | 172,375.000 | 4.97 | 561,038.45 | 856,703.75 |
| 0530 | WATER | 02242 | MGAL | 1,510.00 | 1,510.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0540 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 23,508.00 | 23,508.000 | 4,975.000 | 4,975.000 | 4.92 | 24,477.00 | ||
| 0550 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 16,840.00 | 16,840.000 | 0.000 | 0.000 | 18.07 | 0.00 | ||
| 0560 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 25.77 | 0.00 | ||
| 0570 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 41.24 | 0.00 | ||
| 0580 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,097.94 | 0.00 | ||
| 0590 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,092.78 | 0.00 | ||
| 0600 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,474.23 | 0.00 | ||
| 0610 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 463.92 | 0.00 | ||
| 0620 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 824.74 | 0.00 | ||
| 0630 | REMOVE GUARDRAIL | 02381 | LF | 1,634.00 | 1,634.000 | 1,500.000 | 1,500.000 | 1.44 | 2,160.00 | ||
| 0640 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 283.51 | 0.00 | ||
| 0650 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,958.76 | 0.00 | ||
| 0660 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 82.47 | 0.00 | ||
| 0670 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,320.00 | 2,320.00 | ||
| 0680 | FILL AND CAP SINKHOLE | 02471 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,940.00 | 2,940.00 | 2,940.00 |
| 0690 | CHANNEL LINING CLASS IA | 02482 | TON | 45.00 | 45.000 | 0.000 | 0.000 | 116.70 | 0.00 | ||
| 0700 | CHANNEL LINING CLASS II | 02483 | TON | 3,873.00 | 3,873.000 | 0.000 | 0.000 | 20.70 | 0.00 | ||
| 0710 | CHANNEL LINING CLASS III | 02484 | TON | 10,356.00 | 10,356.000 | 0.000 | 0.000 | 20.60 | 0.00 | ||
| 0720 | CLEARING AND GRUBBING 140.45 ACRES | 02545 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 175,000.00 | 105,000.00 | ||
| 0730 | SIGNS | 02562 | SQFT | 2,572.75 | 2,572.750 | 283.000 | 734.000 | 1,017.000 | 5.90 | 1,669.70 | 6,000.30 |
| 0740 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 30,800.00 | 30,800.000 | 0.000 | 0.000 | 1.30 | 0.00 | ||
| 0750 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 204,200.00 | 204,200.000 | 900.000 | 0.000 | 900.000 | 1.50 | 1,350.00 | 1,350.00 |
| 0760 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.050 | 100,000.00 | 5,000.00 | ||
| 0770 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 54,300.00 | 0.00 | ||
| 0780 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | ||
| 0790 | SETTLEMENT PLATFORM | 02692 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | ||
| 0800 | TEMPORARY SILT FENCE | 02701 | LF | 5,584.00 | 5,584.000 | 5,062.000 | 5,062.000 | 3.90 | 19,741.80 | ||
| 0810 | SILT TRAP TYPE A ALT 1 | 02703 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 293.00 | 0.00 | ||
| 0820 | SILT TRAP TYPE A ALT 2 | 02703 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 990.00 | 0.00 | ||
| 0830 | SILT TRAP TYPE B | 02704 | EACH | 277.00 | 277.000 | 17.000 | 20.000 | 37.000 | 253.00 | 4,301.00 | 9,361.00 |
| 0840 | CLEAN SILT TRAP TYPE A ALT 1 | 02706 | EACH | 93.00 | 93.000 | 0.000 | 0.000 | 118.00 | 0.00 | ||
| 0850 | CLEAN SILT TRAP TYPE A ALT 2 | 02706 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 111.00 | 0.00 | ||
| 0860 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 831.00 | 831.000 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 0870 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 16,752.00 | 16,752.000 | 0.000 | 0.000 | 0.80 | 0.00 | ||
| 0880 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 80,000.00 | 24,000.00 | ||
| 0890 | STEEL PIPE-2 1/2 INCH | 03340 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 54.90 | 0.00 | ||
| 0900 | STEEL PIPE-4 INCH | 03343 | LF | 173.50 | 173.500 | 0.000 | 0.000 | 77.90 | 0.00 | ||
| 0910 | EROSION CONTROL BLANKET | 05950 | SQYD | 28,923.00 | 28,923.000 | 0.000 | 0.000 | 1.24 | 0.00 | ||
| 0920 | TEMPORARY MULCH | 05952 | SQYD | 376,360.00 | 376,360.000 | 0.000 | 0.000 | 0.12 | 0.00 | ||
| 0930 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 245,000.00 | 245,000.000 | 66,885.210 | 66,885.210 | 0.14 | 9,363.92 | ||
| 0940 | TOPDRESSING FERTILIZER | 05966 | TON | 25.40 | 25.400 | 0.000 | 0.000 | 515.46 | 0.00 | ||
| 0950 | SEEDING AND PROTECTION | 05985 | SQYD | 490,000.00 | 490,000.000 | 0.000 | 0.000 | 0.27 | 0.00 | ||
| 0960 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 152,800.00 | 152,800.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 0970 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 101,200.00 | 101,200.000 | 0.000 | 0.000 | 0.14 | 0.00 | ||
| 0980 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 101,200.00 | 101,200.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 0990 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 0.75 | 0.00 | ||
| 1000 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 23.75 | 0.00 | ||
| 1010 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 23.75 | 0.00 | ||
| 1020 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 527.00 | 527.000 | 0.000 | 0.000 | 23.75 | 0.00 | ||
| 1030 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 23.75 | 0.00 | ||
| 1040 | CONCRETE-CLASS A | 08100 | CUYD | 63.26 | 63.260 | 0.000 | 0.000 | 773.00 | 0.00 | ||
| 1050 | STEEL REINFORCEMENT | 08150 | LB | 3,989.00 | 3,989.000 | 0.000 | 0.000 | 1.03 | 0.00 | ||
| 1060 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 157,382.00 | 157,382.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1070 | FUEL ADJUSTMENT | 10020NS | DOLL | 226,506.00 | 226,506.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1080 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 141,644.00 | 141,644.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1090 | GRANULAR PILE CORE | 20209EP69 | CUYD | 5,642.00 | 5,642.000 | 0.000 | 0.000 | 24.90 | 0.00 | ||
| 1100 | SILT TRAP TYPE C | 20496NS843 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 540.00 | 0.00 | ||
| 1110 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 93.00 | 93.000 | 0.000 | 0.000 | 69.00 | 0.00 | ||
| 1120 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 230.00 | 0.00 | ||
| 1130 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 38,000.00 | 38,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 1140 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | ||
| Project | DE10012470737 | Fed/State Project Number | FD04 100 1247 000-004 | Category | 0002 DEMOBILIZATION AND MOBILIZATION | ||||||
| 1150 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 485,000.00 | 242,500.00 | ||
| 1160 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 330,000.00 | 0.00 | ||
| Project | DE10012470737 | Fed/State Project Number | FD04 100 1247 000-004 | Category | 0003 BRIDGE | ||||||
| 1170 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 324.00 | 324.000 | 0.000 | 0.000 | 32.99 | 0.00 | ||
| 1180 | MASONRY COATING | 02998 | SQYD | 1,533.00 | 1,533.000 | 0.000 | 0.000 | 10.31 | 0.00 | ||
| 1190 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 185.40 | 185.400 | 0.000 | 0.000 | 82.47 | 0.00 | ||
| 1200 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 492.00 | 492.000 | 0.000 | 0.000 | 20.62 | 0.00 | ||
| 1210 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 616.00 | 616.000 | 0.000 | 0.000 | 41.20 | 0.00 | ||
| 1220 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 25.77 | 0.00 | ||
| 1230 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 268.00 | 268.000 | 0.000 | 0.000 | 24.74 | 0.00 | ||
| 1240 | TEST PILES | 08033 | LF | 263.00 | 263.000 | 0.000 | 0.000 | 65.98 | 0.00 | ||
| 1250 | PILES-STEEL HP14X73 | 08050 | LF | 3,260.00 | 3,260.000 | 0.000 | 0.000 | 65.98 | 0.00 | ||
| 1260 | PILE POINTS-14 INCH | 08095 | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 115.46 | 0.00 | ||
| 1270 | CONCRETE-CLASS A | 08100 | CUYD | 4,553.60 | 4,553.600 | 0.000 | 0.000 | 268.00 | 0.00 | ||
| 1280 | CONCRETE-CLASS AA | 08104 | CUYD | 1,479.90 | 1,479.900 | 0.000 | 0.000 | 515.46 | 0.00 | ||
| 1290 | STEEL REINFORCEMENT | 08150 | LB | 333,015.00 | 333,015.000 | 0.000 | 0.000 | 0.92 | 0.00 | ||