|
ContID 071146 EST NO 0008 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071146 | Estimate Number | 0008 | 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 | DE02400410746 | ||||||
| Project No. | FD04 024 0041 004-008 | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | PEMBROKE-HOPKINSVILLE ROAD (US 41) | ||||||
| Description | WIDENING FOUR LANE HIGHWAY 41 FROM INDUSTRIAL PARK DRIVE TO EXISTING 4 LANE | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | |||||
| Date Awarded | 08/09/2007 | Date Work Began | 09/21/2007 | ||||
| Date Contract Executed | 08/28/2007 | Open To Traffic | |||||
| Date NTP Issued | 08/28/2007 | Actual Completion Date | |||||
| Current Contract Amount | $19,529,850.17 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $19,529,850.17 |
Total Earnings | $1,336,799.15 |
$1,121,385.56 |
$215,413.59 |
|
| Percent Complete | 6.84 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $18,193,051.02 |
Gross Earnings | $1,336,799.15 |
$1,121,385.56 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,336,799.15 |
$1,121,385.56 |
215,413.59 |
|||
| Contract Id | 071146 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0008 | Project Number | FD04 024 0041 004-008 | |||||||
| 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 | |||||
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 | 071146 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE02400410746 | ||||||
| Estimate Nbr | 0008 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DE02400410746 | Fed/State Project Number | FD04 024 0041 004-008 | 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 | 76,001.00 | 76,001.000 | 0.000 | 0.000 | 18.87 | 0.00 | ||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,763.00 | 1,763.000 | 0.000 | 0.000 | 20.57 | 0.00 | ||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 72.00 | 72.000 | 0.000 | 0.000 | 46.26 | 0.00 | ||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 413.00 | 413.000 | 0.000 | 0.000 | 92.20 | 0.00 | ||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,955.00 | 2,955.000 | 0.000 | 0.000 | 70.26 | 0.00 | ||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 14,293.00 | 14,293.000 | 0.000 | 0.000 | 58.07 | 0.00 | ||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 64,529.00 | 64,529.000 | 0.000 | 0.000 | 66.38 | 0.00 | ||
| 0080 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 925.00 | 925.000 | 0.000 | 0.000 | 92.51 | 0.00 | ||
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 534.87 | 0.00 | ||
| 0100 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,917.00 | 3,917.000 | 0.000 | 0.000 | 82.68 | 0.00 | ||
| 0110 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 74,491.00 | 74,491.000 | 0.000 | 0.000 | 2.56 | 0.00 | ||
| 0120 | ENTRANCE PIPE-15 INCH | 00440 | LF | 1,766.00 | 1,766.000 | 0.000 | 0.000 | 33.93 | 0.00 | ||
| 0130 | ENTRANCE PIPE-18 INCH | 00441 | LF | 515.00 | 515.000 | 0.000 | 0.000 | 49.86 | 0.00 | ||
| 0140 | ENTRANCE PIPE-24 INCH | 00443 | LF | 820.00 | 820.000 | 0.000 | 0.000 | 47.29 | 0.00 | ||
| 0150 | ENTRANCE PIPE-30 INCH | 00445 | LF | 458.00 | 458.000 | 0.000 | 0.000 | 55.01 | 0.00 | ||
| 0160 | ENTRANCE PIPE-24 INCH EQUIV | 00452 | LF | 59.00 | 59.000 | 0.000 | 0.000 | 60.66 | 0.00 | ||
| 0170 | CULVERT PIPE-24 INCH | 00464 | LF | 450.00 | 450.000 | 0.000 | 0.000 | 85.84 | 0.00 | ||
| 0180 | CULVERT PIPE-36 INCH | 00468 | LF | 522.00 | 522.000 | 0.000 | 0.000 | 105.89 | 0.00 | ||
| 0190 | CULVERT PIPE-24 INCH EQUIV | 00492 | LF | 65.00 | 65.000 | 0.000 | 0.000 | 99.72 | 0.00 | ||
| 0200 | CULVERT PIPE-36 INCH EQUIV | 00496 | LF | 103.00 | 103.000 | 0.000 | 0.000 | 163.47 | 0.00 | ||
| 0210 | STORM SEWER PIPE-15 INCH | 00521 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 35.98 | 0.00 | ||
| 0220 | STORM SEWER PIPE-18 INCH | 00522 | LF | 144.00 | 144.000 | 0.000 | 0.000 | 79.15 | 0.00 | ||
| 0230 | PERFORATED PIPE-4 INCH | 01000 | LF | 20,928.00 | 20,928.000 | 0.000 | 0.000 | 4.93 | 0.00 | ||
| 0240 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 1,077.00 | 1,077.000 | 0.000 | 0.000 | 13.98 | 0.00 | ||
| 0250 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,224.54 | 0.00 | ||
| 0260 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 462.63 | 0.00 | ||
| 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 472.91 | 0.00 | ||
| 0280 | METAL END SECTION TY 1-36 INCH | 01375 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,701.03 | 0.00 | ||
| 0290 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,490.70 | 0.00 | ||
| 0300 | METAL END SECTION TY 3-36 INCH | 01395 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,981.40 | 0.00 | ||
| 0310 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,158.94 | 0.00 | ||
| 0320 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,672.97 | 0.00 | ||
| 0330 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,112.28 | 0.00 | ||
| 0340 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,981.39 | 0.00 | ||
| 0350 | JUNCTION BOX-18 INCH | 01642 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,336.49 | 0.00 | ||
| 0360 | BARRICADE-TYPE III | 02014 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 370.10 | 0.00 | ||
| 0370 | REMOVE PAVEMENT | 02091 | SQYD | 4,072.00 | 4,072.000 | 0.000 | 0.000 | 2.67 | 0.00 | ||
| 0380 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 97.00 | 97.000 | 0.000 | 0.000 | 80.18 | 0.00 | ||
| 0390 | TEMPORARY DITCH | 02159 | LF | 21,200.00 | 21,200.000 | 0.000 | 0.000 | 0.31 | 0.00 | ||
| 0400 | ROADWAY EXCAVATION | 02200 | CUYD | 238,707.00 | 238,707.000 | 0.000 | 0.000 | 7.02 | 0.00 | ||
| 0410 | PIPE UNDERCUT | 02219 | CUYD | 391.00 | 391.000 | 0.000 | 0.000 | 32.90 | 0.00 | ||
| 0420 | WATER | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 4.11 | 0.00 | ||
| 0430 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,900.00 | 3,900.000 | 0.000 | 0.000 | 19.54 | 0.00 | ||
| 0440 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 51.40 | 0.00 | ||
| 0450 | REMOVE GUARDRAIL | 02381 | LF | 4,387.50 | 4,387.500 | 0.000 | 0.000 | 1.54 | 0.00 | ||
| 0460 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1,953.32 | 0.00 | ||
| 0470 | SEPTIC TANK TREATMENT | 02404 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,387.89 | 0.00 | ||
| 0480 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 139.00 | 139.000 | 0.000 | 0.000 | 89.70 | 0.00 | ||
| 0490 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 89.70 | 0.00 | ||
| 0500 | WITNESS POST | 02432 | EACH | 103.00 | 103.000 | 0.000 | 0.000 | 54.34 | 0.00 | ||
| 0510 | PLUG WATER WELL | 02475 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,130.88 | 0.00 | ||
| 0520 | CHANNEL LINING CLASS II | 02483 | TON | 8,184.00 | 8,184.000 | 0.000 | 0.000 | 26.99 | 0.00 | ||
| 0530 | CHANNEL LINING CLASS III | 02484 | TON | 1,426.00 | 1,426.000 | 0.000 | 0.000 | 27.25 | 0.00 | ||
| 0540 | CLEARING AND GRUBBING 107 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 205,613.68 | 0.00 | ||
| 0550 | CONCRETE-CLASS B | 02555 | CUYD | 291.00 | 291.000 | 0.000 | 0.000 | 308.43 | 0.00 | ||
| 0560 | SIGNS | 02562 | SQFT | 1,100.00 | 1,100.000 | 284.000 | 284.000 | 9.25 | 2,627.00 | ||
| 0570 | EDGE KEY | 02585 | LF | 183.00 | 183.000 | 0.000 | 0.000 | 87.38 | 0.00 | ||
| 0580 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,194.00 | 1,194.000 | 0.000 | 0.000 | 2.21 | 0.00 | ||
| 0590 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 250,047.00 | 250,047.000 | 0.000 | 0.000 | 1.59 | 0.00 | ||
| 0600 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 222,418.39 | 0.00 | ||
| 0610 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.42 | 0.00 | ||
| 0620 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,901.92 | 0.00 | ||
| 0630 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 139.00 | 139.000 | 0.000 | 0.000 | 46.26 | 0.00 | ||
| 0640 | SAFELOADING | 02690 | CUYD | 59.00 | 59.000 | 0.000 | 0.000 | 133.65 | 0.00 | ||
| 0650 | TEMPORARY SILT FENCE | 02701 | LF | 21,200.00 | 21,200.000 | 428.000 | 428.000 | 1.85 | 791.80 | ||
| 0660 | SILT TRAP TYPE A | 02703 | EACH | 214.00 | 214.000 | 8.000 | 8.000 | 257.01 | 2,056.08 | ||
| 0670 | SILT TRAP TYPE B | 02704 | EACH | 214.00 | 214.000 | 0.000 | 0.000 | 190.19 | 0.00 | ||
| 0680 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 642.00 | 642.000 | 2.000 | 2.000 | 5.14 | 10.28 | ||
| 0690 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 642.00 | 642.000 | 0.000 | 0.000 | 5.14 | 0.00 | ||
| 0700 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 63,600.00 | 63,600.000 | 0.000 | 0.000 | 0.31 | 0.00 | ||
| 0710 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 169,631.30 | 16,963.13 | ||
| 0720 | FLASHING ARROW | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,603.30 | 0.00 | ||
| 0730 | EROSION CONTROL BLANKET | 05950 | SQYD | 46,288.00 | 46,288.000 | 0.000 | 0.000 | 1.28 | 0.00 | ||
| 0740 | TEMPORARY MULCH | 05952 | SQYD | 517,880.00 | 517,880.000 | 38,720.000 | 41,140.000 | 79,860.000 | 0.14 | 5,420.80 | 11,180.40 |
| 0750 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 353,320.00 | 353,320.000 | 4,840.000 | 4,840.000 | 0.17 | 822.80 | ||
| 0760 | TOPDRESSING FERTILIZER | 05966 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 514.03 | 0.00 | ||
| 0770 | SEEDING AND PROTECTION | 05985 | SQYD | 353,320.00 | 353,320.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 0780 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 9,743.00 | 9,743.000 | 0.000 | 0.000 | 0.20 | 0.00 | ||
| 0790 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 177,225.00 | 177,225.000 | 0.000 | 0.000 | 0.22 | 0.00 | ||
| 0800 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 93,840.00 | 93,840.000 | 0.000 | 0.000 | 0.24 | 0.00 | ||
| 0810 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 98,365.00 | 98,365.000 | 0.000 | 0.000 | 0.71 | 0.00 | ||
| 0820 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 7.86 | 0.00 | ||
| 0830 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 2,250.00 | 2,250.000 | 0.000 | 0.000 | 7.86 | 0.00 | ||
| 0840 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 502.00 | 502.000 | 0.000 | 0.000 | 22.37 | 0.00 | ||
| 0850 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 1,023.00 | 1,023.000 | 0.000 | 0.000 | 22.37 | 0.00 | ||
| 0860 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 265.00 | 265.000 | 0.000 | 0.000 | 5.70 | 0.00 | ||
| 0870 | CONCRETE-CLASS A | 08100 | CUYD | 1.50 | 1.500 | 0.000 | 0.000 | 1,130.88 | 0.00 | ||
| 0880 | STEEL REINFORCEMENT | 08150 | LB | 12.00 | 12.000 | 0.000 | 0.000 | 2.36 | 0.00 | ||
| 0890 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 193,162.00 | 193,162.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0900 | FUEL ADJUSTMENT | 10020NS | DOLL | 113,898.00 | 113,898.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0910 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 173,846.00 | 173,846.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0920 | SILT TRAP TYPE C | 20496NS843 | EACH | 214.00 | 214.000 | 44.000 | 44.000 | 128.51 | 5,654.44 | ||
| 0930 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 642.00 | 642.000 | 2.000 | 2.000 | 41.12 | 82.24 | ||
| 0940 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.42 | 0.00 | ||
| 0950 | CULVERT PIPE-72 IN EQUIV | 21042ES701 | LF | 98.00 | 98.000 | 0.000 | 0.000 | 226.17 | 0.00 | ||
| 0960 | LONGITUDINAL EDGE KEY | 21289ND | LF | 42,400.00 | 42,400.000 | 0.000 | 0.000 | 2.38 | 0.00 | ||
| 0970 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 5,579.00 | 5,579.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0980 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 0.000 | 0.000 | 225,344.01 | 0.00 | ||
| 0990 | CL3 ASPH SURF 0.38B PG64-22 | 21727ES403 | TON | 9,962.00 | 9,962.000 | 0.000 | 0.000 | 65.66 | 0.00 | ||
| 1000 | METAL END SECTION TY 3-36 IN (EQUIV) | 21981NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,878.58 | 0.00 | ||
| 1010 | METAL END SECTION TY 3-24 IN-EQUIV | 22572NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,953.32 | 0.00 | ||
| 1020 | METAL END SECTION TY 3-72 IN-EQUIV | 22573NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 9,458.24 | 0.00 | ||
| 1030 | ROCK ROADBED | 22653EN | CUYD | 50,736.00 | 50,736.000 | 0.000 | 0.000 | 24.68 | 0.00 | ||
| Project | DE02400410746 | Fed/State Project Number | FD04 024 0041 004-008 | Category | 0002 DEMOBILIZATION AND MOBILIZATION | ||||||
| 1040 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 711,358.81 | 355,679.40 | ||
| 1050 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 280,000.00 | 0.00 | ||
| Project | DE02400410746 | Fed/State Project Number | FD04 024 0041 004-008 | Category | 0003 BRIDGE | ||||||
| 1060 | REMOVE CONCRETE MASONRY Dwg. #25207 | 02403 | CUYD | 28.70 | 28.700 | 0.000 | 0.000 | 298.14 | 0.00 | ||
| 1070 | FOUNDATION PREPARATION 25207 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,280.69 | 0.00 | ||
| 1080 | CONCRETE-CLASS A Dwg. #25207 | 08100 | CUYD | 182.10 | 182.100 | 0.000 | 0.000 | 462.63 | 0.00 | ||
| 1090 | STEEL REINFORCEMENT Dwg. #25207 | 08150 | LB | 13,275.00 | 13,275.000 | 0.000 | 0.000 | 0.93 | 0.00 | ||
| Project | DE02400410746 | Fed/State Project Number | FD04 024 0041 004-008 | Category | 0004 BRIDGE | ||||||
| 1100 | REMOVE CONCRETE MASONRY Dwg. #25208 | 02403 | CUYD | 28.40 | 28.400 | 0.000 | 0.000 | 298.14 | 0.00 | ||
| 1110 | FOUNDATION PREPARATION 25208 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,308.75 | 0.00 | ||
| 1120 | CONCRETE-CLASS A Dwg. #25208 | 08100 | CUYD | 127.10 | 127.100 | 0.000 | 0.000 | 462.63 | 0.00 | ||
| 1130 | STEEL REINFORCEMENT Dwg. #25208 | 08150 | LB | 16,187.00 | 16,187.000 | 0.000 | 0.000 | 0.93 | 0.00 | ||
| Project | DE02400410746 | Fed/State Project Number | FD04 024 0041 004-008 | Category | 0005 BRIDGE | ||||||
| 1140 | CONCRETE-CLASS A Dwg. #25209 | 08100 | CUYD | 318.90 | 318.900 | 0.000 | 0.000 | 462.63 | 0.00 | ||
| 1150 | STEEL REINFORCEMENT Dwg. #25209 | 08150 | LB | 30,067.00 | 30,067.000 | 0.000 | 0.000 | 0.93 | 0.00 | ||
| 1160 | REMOVE CONCRETE STRUCTURE 25209 | 22571NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,168.41 | 0.00 | ||
| 2400 | FOUNDATION PREPARATION 25209 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,421.03 | 0.00 | ||
| Project | DE02400410746 | Fed/State Project Number | FD04 024 0041 004-008 | Category | 0006 BRIDGE | ||||||
| 1170 | REMOVE CONCRETE MASONRY Dwg. #25210 | 02403 | CUYD | 18.30 | 18.300 | 0.000 | 0.000 | 298.14 | 0.00 | ||
| 1180 | FOUNDATION PREPARATION 25210 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,308.75 | 0.00 | ||
| 1190 | CONCRETE-CLASS A Dwg. #25210 | 08100 | CUYD | 90.50 | 90.500 | 0.000 | 0.000 | 462.63 | 0.00 | ||
| 1200 | STEEL REINFORCEMENT Dwg. #25210 | 08150 | LB | 8,996.00 | 8,996.000 | 0.000 | 0.000 | 0.93 | 0.00 | ||
| Project | DE02400410746 | Fed/State Project Number | FD04 024 0041 004-008 | Category | 0007 BRIDGE | ||||||
| 1210 | REMOVE CONCRETE MASONRY Dwg. #25211 | 02403 | CUYD | 18.00 | 18.000 | 0.000 | 0.000 | 298.14 | 0.00 | ||
| 1220 | FOUNDATION PREPARATION 25211 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,561.04 | 0.00 | ||
| 1230 | CONCRETE-CLASS A Dwg. #25211 | 08100 | CUYD | 57.00 | 57.000 | 0.000 | 0.000 | 462.63 | 0.00 | ||
| 1240 | STEEL REINFORCEMENT Dwg. #25211 | 08150 | LB | 3,431.00 | 3,431.000 | 0.000 | 0.000 | 0.93 | 0.00 | ||
| Project | DE02400410746 | Fed/State Project Number | FD04 024 0041 004-008 | Category | 0008 BRIDGE | ||||||
| 1250 | REMOVE CONCRETE MASONRY Dwg. #25212 | 02403 | CUYD | 13.00 | 13.000 | ||||||