|
ContID 051155 EST NO 0039 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051155 | Estimate Number | 0039 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12315) Weddington, Derrick P., P.E. | ||||||
| Contractor | BIZZACK INC | MARS ADDR SN 1 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 01/14/2008 TO 01/27/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE09804600555 | ||||||
| Project No. | ADP 80-6(25), APD 80-6(25) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VA. STATE LINE ROAD (US 460) | ||||||
| Description | NEW CONSTRUCTION FROM SNAKE BRANCH TO COLEMAN HOLLOW INCLUDING I-CHANGE AND BRIDGES AT WOLFPIT BRANCH | ||||||
| Date Let | 11/18/2005 | Formal Acceptance | |||||
| Date Awarded | 11/29/2005 | Date Work Began | 01/09/2006 | ||||
| Date Contract Executed | 12/06/2005 | Open To Traffic | |||||
| Date NTP Issued | 12/06/2005 | Actual Completion Date | |||||
| Current Contract Amount | $27,414,887.78 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $25,071,786.73 |
Total Earnings | $21,242,998.96 |
$20,670,061.00 |
$572,937.96 |
|
| Percent Complete | 77.49 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $6,171,888.82 |
Gross Earnings | $21,242,998.96 |
$20,670,061.00 |
$0.00 |
|
| Total Change Orders | $2,343,101.05 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $21,242,998.96 |
$20,670,061.00 |
572,937.96 |
|||
| Contract Id | 051155 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0039 | Project Number | ADP 80-6(25), APD 80-6(25) | |||||||
| Contractor | BIZZACK INC | Period | 01/14/2008 TO 01/27/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cross Section Slope Modification | Approved | 01/22/2007 | $171,109.12 | 3.0 | |||||
| 002 | Fuel Adjustment and Delay Costs | Approved | 08/16/2007 | $3,071,149.92 | 0.0 | |||||
| 003 | Non participation Federal Funds | Approved | 10/18/2007 | $0.00 | 0.0 | |||||
| 004 | Value Engineering | Approved | 11/19/2007 | $-899,157.99 | 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 |
||
| Contract Id | 051155 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GRHV GRADE HEAVY (OVER MILLION CY) | TRANSPORTATION CABINET |
Primary Project Number | DE09804600555 | ||||||
| Estimate Nbr | 0039 | Period | 01/14/2008 TO 01/27/2008 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | DE09804600506 | Fed/State Project Number | ADP 80-6(25) | Category | 0001 NON PARTICIAPTING FEDERAL FUNDS | |||||||
| 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 | |
| 9001 | DELAY COST NON PARTICIPATING FEDERAL FUNDS | 10070NX | DOLL | 0.00 | 3,048,081.000 | 3,048,081.000 | 3,048,081.000 | 1.00 | 3,048,081.00 | |||
| SUBTOT | $0.00 |
$3,048,081.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | 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 | 3,303.00 | 4,960.000 | 0.000 | 0.000 | 34.45 | 0.00 | ||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,710.00 | 4,365.000 | 99.190 | 2,039.110 | 2,138.300 | 15.50 | 1,537.44 | 33,143.65 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 28.90 | 89.000 | 0.000 | 0.000 | 95.00 | 0.00 | ||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,544.00 | 5,406.000 | 0.000 | 0.000 | 75.78 | 0.00 | ||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.50 | 11.000 | 0.000 | 0.000 | 750.00 | 0.00 | ||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 503.00 | 1,046.000 | 0.000 | 0.000 | 84.75 | 0.00 | ||
| 0080 | CULVERT PIPE-18 INCH | 00462 | LF | 247.00 | 153.000 | 0.000 | 0.000 | 39.20 | 0.00 | ||
| 0090 | CULVERT PIPE-24 INCH | 00464 | LF | 350.00 | 172.000 | 0.000 | 0.000 | 50.90 | 0.00 | ||
| 0100 | CULVERT PIPE-30 INCH | 00466 | LF | 85.00 | 0.000 | 0.000 | 0.000 | 56.80 | 0.00 | ||
| 0110 | CULVERT PIPE-54 INCH | 00471 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 118.70 | 0.00 | ||
| 0120 | CULVERT PIPE-78 INCH | 00475 | LF | 129.00 | 176.000 | 0.000 | 0.000 | 201.50 | 0.00 | ||
| 0130 | STORM SEWER PIPE-24 INCH | 00524 | LF | 359.00 | 91.000 | 0.000 | 0.000 | 40.70 | 0.00 | ||
| 0140 | STORM SEWER PIPE-30 INCH | 00526 | LF | 728.00 | 1,150.000 | 0.000 | 0.000 | 51.00 | 0.00 | ||
| 0150 | STORM SEWER PIPE-36 INCH | 00528 | LF | 2,573.00 | 1,918.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0160 | STORM SEWER PIPE-48 INCH | 00530 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 91.60 | 0.00 | ||
| 0170 | STORM SEWER PIPE-54 INCH | 00531 | LF | 323.00 | 323.000 | 0.000 | 0.000 | 101.00 | 0.00 | ||
| 0180 | STORM SEWER PIPE-60 INCH | 00532 | LF | 509.00 | 509.000 | 0.000 | 0.000 | 123.50 | 0.00 | ||
| 0190 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,206.00 | 1,206.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 0200 | PERFORATED PIPE-8 INCH | 01002 | LF | 4,200.00 | 4,200.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 0210 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 0220 | NON-PERFORATED PIPE-8 INCH | 01012 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 0230 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 0240 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | ||
| 0250 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | ||
| 0260 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 3.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | ||
| 0270 | DROP BOX INLET TYPE 1 | 01490 | EACH | 7.00 | 4.000 | 0.000 | 0.000 | 2,730.00 | 0.00 | ||
| 0280 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 4.000 | 0.000 | 0.000 | 3,015.00 | 0.00 | ||
| 0290 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 3.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | ||
| 0300 | DROP BOX INLET TYPE 7 | 01538 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,560.00 | 0.00 | ||
| 0310 | DROP BOX INLET TYPE 13GB | 01562 | EACH | 7.00 | 9.000 | 0.000 | 0.000 | 2,830.00 | 0.00 | ||
| 0320 | TEMPORARY DITCH | 02159 | LF | 5,950.00 | 5,950.000 | 7,649.000 | 7,649.000 | 1.40 | 10,708.60 | ||
| 0330 | ROADWAY EXCAVATION | 02200 | CUYD | 7,429,055.00 | 8,051,780.000 | 200,032.000 | 6,419,065.000 | 6,619,097.000 | 2.24 | 448,071.68 | 14,826,777.28 |
| 0340 | WATER | 02242 | MGAL | 853.00 | 2,815.000 | 6,664.000 | 6,664.000 | 10.00 | 66,640.00 | ||
| 0350 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 10,149.00 | 9,772.000 | 0.000 | 0.000 | 5.15 | 0.00 | ||
| 0360 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,983.00 | 3,049.000 | 0.000 | 0.000 | 17.00 | 0.00 | ||
| 0370 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | ||
| 0380 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | ||
| 0390 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 23.00 | 28.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0400 | PLUG WATER WELL | 02475 | EACH | 15.00 | 15.000 | 6.000 | 6.000 | 800.00 | 4,800.00 | ||
| 0410 | CHANNEL LINING CLASS II | 02483 | TON | 4,820.00 | 5,261.000 | 0.000 | 0.000 | 15.40 | 0.00 | ||
| 0420 | CHANNEL LINING CLASS III | 02484 | TON | 4,160.00 | 7,487.000 | 0.000 | 0.000 | 15.40 | 0.00 | ||
| 0430 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,233.00 | 1,211.000 | 256.500 | 256.500 | 12.00 | 3,078.00 | ||
| 0440 | CLEARING AND GRUBBING 130 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 370,227.00 | 370,227.00 | ||
| 0450 | SIGNS | 02562 | SQFT | 13.50 | 280.000 | 136.000 | 136.000 | 25.00 | 3,400.00 | ||
| 0460 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 97,002.00 | 13,493.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0470 | RETAINING WALL-GABION | 02610 | CUYD | 56.00 | 0.000 | 0.000 | 0.000 | 177.40 | 0.00 | ||
| 0480 | HANDRAIL-TYPE A-2 | 02612 | LF | 278.00 | 0.000 | 0.000 | 0.000 | 53.00 | 0.00 | ||
| 0490 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 40,600.00 | 16,240.00 | ||
| 0500 | SETTLEMENT PLATFORM | 02692 | EACH | 3.00 | 1.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | ||
| 0510 | TEMPORARY SILT FENCE | 02701 | LF | 38,600.00 | 38,600.000 | 2,340.000 | 2,340.000 | 0.01 | 23.40 | ||
| 0520 | SILT TRAP TYPE A | 02703 | EACH | 8.00 | 8.000 | 16.000 | 16.000 | 500.00 | 8,000.00 | ||
| 0530 | SILT TRAP TYPE B | 02704 | EACH | 19.00 | 19.000 | 55.000 | 55.000 | 125.00 | 6,875.00 | ||
| 0540 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 24.00 | 24.000 | 8.000 | 8.000 | 10.00 | 80.00 | ||
| 0550 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 57.00 | 57.000 | 44.000 | 44.000 | 10.00 | 440.00 | ||
| 0560 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 77,200.00 | 77,200.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0570 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 279,250.00 | 139,625.00 | ||
| 0580 | STEEL PIPE-2 1/2 INCH | 03340 | LF | 120.75 | 72.000 | 35.000 | 35.000 | 28.00 | 980.00 | ||
| 0590 | STEEL PIPE-4 INCH | 03343 | LF | 120.75 | 72.000 | 35.000 | 35.000 | 38.00 | 1,330.00 | ||
| 0600 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0610 | TEMPORARY MULCH | 05952 | SQYD | 629,200.00 | 629,200.000 | 0.000 | 0.000 | 0.16 | 0.00 | ||
| 0620 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 44,692.00 | 44,692.000 | 32,891.000 | 32,891.000 | 0.22 | 7,236.02 | ||
| 0630 | TOPDRESSING FERTILIZER | 05966 | TON | 11.60 | 11.600 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0640 | SEEDING AND PROTECTION | 05985 | SQYD | 223,459.00 | 223,459.000 | 75,272.000 | 75,272.000 | 0.30 | 22,581.60 | ||
| 0650 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 49,822.00 | 49,822.000 | 35,200.000 | 35,200.000 | 0.25 | 8,800.00 | ||
| 0660 | SODDING | 05990 | SQYD | 1,867.00 | 1,867.000 | 0.000 | 0.000 | 4.50 | 0.00 | ||
| 0670 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,000.00 | 3,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0680 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 6,638.00 | 15,689.000 | 0.000 | 0.000 | 0.65 | 0.00 | ||
| 0690 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 41.00 | 93.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0700 | RETAINING WALL | 08018 | SQFT | 4,500.00 | 0.000 | 0.000 | 0.000 | 0.42 | 0.00 | ||
| 0710 | CONCRETE-CLASS A | 08100 | CUYD | 67.88 | 129.390 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 0720 | STEEL REINFORCEMENT | 08150 | LB | 4,463.00 | 9,847.500 | 0.000 | 0.000 | 1.30 | 0.00 | ||
| 0730 | GRANULAR PILE CORE | 20209EP69 | CUYD | 3,596.00 | 2,060.000 | 450.500 | 1,384.100 | 1,834.600 | 7.85 | 3,536.42 | 14,401.61 |
| 0740 | SILT TRAP TYPE C | 20496NS843 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 0750 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 87.00 | 87.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0760 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 0770 | DITCH EXCAVATION | 20597EC | CUYD | 2,391.00 | 14,276.000 | 0.000 | 0.000 | 4.00 | 0.00 | ||
| 0780 | PNEUMATIC BACKSTOWING | 20667ED | TON | 85.00 | 2,398.890 | 2,398.890 | 2,398.890 | 85.00 | 203,905.65 | ||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 23,068.920 | 372,895.910 | 372,895.910 | 1.00 | 372,895.91 | ||
| 8001 | DELAY COST | 10070NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 8002 | CULVERT PIPE-36 INCH | 00468 | LF | 0.00 | 75.000 | 0.000 | 0.000 | 96.71 | 0.00 | ||
| 8003 | CULVERT PIPE-84 INCH | 00476 | LF | 0.00 | 527.000 | 355.000 | 0.000 | 355.000 | 337.18 | 119,698.90 | 119,698.90 |
| 8004 | STORM SEWER PIPE-18 INCH | 00522 | LF | 0.00 | 544.000 | 0.000 | 0.000 | 39.77 | 0.00 | ||
| 8005 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 4,413.79 | 0.00 | ||
| 8006 | CLEARING AND GRUBBING (Special) | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 25,630.82 | 25,630.82 | ||
| 8007 | EW~ Station 95+08 10'x6'x200' RCBC | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 224,800.00 | 0.00 | ||
| 8008 | CONCRETE-CLASS B for Grouting Channel Lining Class IV | 02555 | CUYD | 0.00 | 135.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 8009 | ENTRANCE PIPE-15 INCH | 00440 | LF | 0.00 | 69.000 | 0.000 | 0.000 | 39.00 | 0.00 | ||
| 8010 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 937,607.360 | 937,607.360 | 937,607.360 | 1.00 | 937,607.36 | ||
| 8011 | RETAINING WALL-GABION for Mine Openings | 02610 | CUYD | 0.00 | 448.000 | 448.000 | 448.000 | 132.00 | 59,136.00 | ||
| 8012 | PVC PIPE-4 INCH for Mine Openings | 03383 | LF | 0.00 | 130.000 | 130.000 | 130.000 | 16.50 | 2,145.00 | ||
| 8013 | SITE PREPARATION Mine Openings @ Lt & Rt. of Station 385+00 | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,702.40 | 5,702.40 | ||
| 8014 | SITE PREPARATION for Mine Openings @ Lt. of Stations 383+45 & 384+15 | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,731.20 | 3,731.20 | ||
| 8015 | COST PLUS WORK For Mine Openings @ Lt & Rt of Station 385+00 | 10080NSD | DOLL | 0.00 | 27,916.550 | 27,916.550 | 27,916.550 | 1.00 | 27,916.55 | ||
| 8016 | ENGINEERING Costs for (Design, Geotech, COE Permit) | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 96,374.16 | 96,374.16 | ||
| 8017 | EARTHWORK MITIGATION | 21477ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 202,826.77 | 202,826.77 | ||
| 8018 | UTILITY RELOCATION SERVICES | 22011NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 63,480.00 | 63,480.00 | ||
| 8019 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 122,500.00 | 122,500.00 | ||
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | Category | 0002 BRIDGE | ||||||
| 0790 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 318.00 | 318.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0800 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 50.00 | 50.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0810 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 164.00 | 164.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0820 | MASONRY COATING | 02998 | SQYD | 981.00 | 981.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0830 | FOUNDATION PREPARATION 25984 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,200.00 | 0.00 | ||
| 0840 | RETAINING WALL | 08018 | SQFT | 5,652.00 | 5,652.000 | 0.000 | 0.000 | 46.35 | 0.00 | ||
| 0850 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 23.00 | 23.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0860 | TEST PILES | 08033 | LF | 174.00 | 174.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0870 | PILES-STEEL HP14X73 | 08050 | LF | 1,445.00 | 0.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0880 | PILE POINTS-14 INCH | 08095 | EACH | 30.00 | 0.000 | 0.000 | 0.000 | 120.00 | 0.00 | ||
| 0890 | CONCRETE-CLASS A | 08100 | CUYD | 114.00 | 114.000 | 0.000 | 0.000 | 485.00 | 0.00 | ||
| 0900 | CONCRETE-CLASS AA | 08104 | CUYD | 327.00 | 0.000 | 0.000 | 0.000 | 498.00 | 0.00 | ||
| 0910 | STEEL REINFORCEMENT | 08150 | LB | 15,719.00 | 15,719.000 | 0.000 | 0.000 | 0.81 | 0.00 | ||
| 0920 | STEEL REINF-EPOXY COATED | 08151 | LB | 65,823.00 | 0.000 | 0.000 | 0.000 | 0.88 | 0.00 | ||
| 0930 | STRUCTURAL STEEL 25984 2177# | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,900.00 | 0.00 | ||
| 0940 | APPROACH SLAB | 08500 | SQYD | 203.00 | 203.000 | 0.000 | 0.000 | 224.00 | 0.00 | ||
| 0950 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 935.00 | 935.000 | 0.000 | 0.000 | 191.00 | 0.00 | ||
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | Category | 0003 BRIDGE | ||||||
| 0960 | STRUCTURE GRANULAR BACKFILL WB | 02231 | CUYD | 516.00 | 0.000 | 0.000 | 0.000 | 48.00 | 0.00 | ||
| 0970 | FABRIC-GEOTEXTILE TYPE I WB | 02596 | SQYD | 679.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0980 | FABRIC-GEOTEXTILE TYPE IV WB | 02599 | SQYD | 181.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0990 | MASONRY COATING WB | 02998 | SQYD | 1,651.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 1000 | STRUCTURE EXCAV-SOLID ROCK WB | 08002 | CUYD | 916.00 | 0.000 | 0.000 | 0.000 | 30.15 | 0.00 | ||
| 1010 | FOUNDATION PREPARATION 25156 WB | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 37,600.00 | 0.00 | ||
| 1020 | CRUSHED AGGREGATE SLOPE PROT WB | 08020 | TON | 218.00 | 0.000 | ||||||