|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:05/28/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051219 | Estimate Number | 0055 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12360) Wright, Doug | ||||||
| Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code VC0000092148 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 03/22/2014 TO 05/01/2014 | ||||||
| Date Approved | 05/28/2014 | ||||||
| Primary Proj Number | DE05832240519 | ||||||
| Project No. | FD04 058 NEW ROUTE | ||||||
| Primary County | JOHNSON | ||||||
| Name of Road | BRIDGE OVER LEVISA FORK JL01 | ||||||
| Description | LOCATE NEW BRIDGE OVER LEVISA FORK AT KENTUCKY RIVER | ||||||
| Date Let | 10/21/2005 | Formal Acceptance | 08/07/2009 | ||||
| Date Awarded | 10/27/2005 | Date Work Began | 05/24/2006 | ||||
| Date Contract Executed | 12/01/2005 | Open To Traffic | 07/10/2009 | ||||
| Date NTP Issued | 12/01/2005 | Actual Completion Date | 07/10/2009 | ||||
| Current Contract Amount | $7,446,826.19 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,640,204.07 |
Total Earnings | $6,863,482.15 |
$6,843,397.15 |
$20,085.00 |
|
| Percent Complete | 92.17 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $583,344.04 |
Gross Earnings | $6,863,482.15 |
$6,843,397.15 |
$20,085.00 |
|
| Total Change Orders | $1,806,622.12 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,863,482.15 |
$6,843,397.15 |
$20,085.00 |
|||
| Contract Id | 051219 | Change Order Summary |
County | JOHNSON | ||||||
| Estimate Nbr | 0055 | Project Number | FD04 058 NEW ROUTE | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 03/22/2014 TO 05/01/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Debris Removal and Embankment Restoration | Approved | 08/02/2007 | $1,800,672.00 | 0.0 | |||||
| 002 | Guardrail / R/W Fence / R/W Markers | Approved | 12/01/2010 | $5,950.12 | 0.0 | |||||
| 003 | Fuel Adjust, Asphalt Adjust, Lot Pay Adjust Override | Approved | 03/18/2014 | $0.00 | 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 |
||
| Contract Id | 051219 | COMMONWEALTH OF KENTUCKY |
County | JOHNSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE05832240519 | |||||||
| Estimate Nbr | 0055 | Period | 03/22/2014 TO 05/01/2014 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | DE05832240519 | Fed/State Project Number | FD04 058 NEW ROUTE | 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 | 4,036.00 | 4,036.000 | 3,983.160 | 3,983.160 | 29.91 | 119,136.31 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 45.80 | 45.800 | 43.910 | 43.910 | 85.00 | 3,732.35 | |||
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 3,815.00 | 3,815.000 | 3,749.120 | 3,749.120 | 68.16 | 255,540.01 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 5.60 | 5.600 | 5.290 | 5.290 | 525.00 | 2,777.25 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 736.00 | 736.000 | 693.010 | 693.010 | 79.56 | 55,135.87 | |||
| 0070 | ENTRANCE PIPE-15 INCH | 00440 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 33.00 | 1,485.00 | |||
| 0080 | ENTRANCE PIPE-18 INCH | 00441 | LF | 44.00 | 44.000 | 44.000 | 44.000 | 35.50 | 1,562.00 | |||
| 0090 | ENTRANCE PIPE-30 INCH | 00445 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 42.90 | 1,973.40 | |||
| 0100 | CULVERT PIPE-18 INCH | 00462 | LF | 305.00 | 305.000 | 310.000 | 310.000 | 49.00 | 15,190.00 | |||
| 0110 | CULVERT PIPE-24 INCH | 00464 | LF | 93.00 | 93.000 | 89.000 | 89.000 | 58.00 | 5,162.00 | |||
| 0120 | PERFORATED PIPE-4 INCH | 01000 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0130 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0140 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0150 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0160 | DROP BOX INLET TYPE 5D | 01511 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0170 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 40.00 | 4,000.00 | |||
| 0180 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0190 | REMOVE PAVEMENT | 02091 | SQYD | 1,782.00 | 1,782.000 | 1,782.000 | 1,782.000 | 2.50 | 4,455.00 | |||
| 0200 | TEMPORARY DITCH | 02159 | LF | 1,737.00 | 1,737.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0210 | GRANULAR EMBANKMENT | 02223 | CUYD | 9,465.00 | 9,465.000 | 9,566.000 | 9,566.000 | 9.89 | 94,607.74 | |||
| 0220 | EMBANKMENT IN PLACE | 02230 | CUYD | 57,407.00 | 57,407.000 | 58,248.000 | 58,248.000 | 9.89 | 576,072.72 | |||
| 0230 | WATER | 02242 | MGAL | 300.00 | 300.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0240 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,690.00 | 2,690.000 | 3,088.750 | 3,088.750 | 14.75 | 45,559.06 | |||
| 0250 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 75.00 | 300.00 | |||
| 0260 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 0280 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
| 0290 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 37.00 | 37.000 | 24.000 | 24.000 | 85.00 | 2,040.00 | |||
| 0300 | CHANNEL LINING CLASS II | 02483 | TON | 914.00 | 914.000 | 447.820 | 447.820 | 20.00 | 8,956.40 | |||
| 0310 | CHANNEL LINING CLASS III | 02484 | TON | 157.00 | 157.000 | 784.600 | 784.600 | 22.00 | 17,261.20 | |||
| 0320 | CLEARING AND GRUBBING 11 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0330 | CONCRETE-CLASS B | 02555 | CUYD | 70.67 | 70.670 | 70.670 | 70.670 | 540.00 | 38,161.80 | |||
| 0340 | SIGNS | 02562 | SQFT | 849.20 | 849.200 | 488.000 | 488.000 | 10.00 | 4,880.00 | |||
| 0350 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 11,633.00 | 11,633.000 | 6,019.000 | 6,019.000 | 2.00 | 12,038.00 | |||
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0370 | TEMPORARY SILT FENCE | 02701 | LF | 2,222.00 | 2,222.000 | 2,193.000 | 2,193.000 | 2.00 | 4,386.00 | |||
| 0380 | SILT TRAP TYPE A ALTERNATE 2 | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0390 | SILT TRAP TYPE A ALTERNATE 1 | 02703 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0400 | SILT TRAP TYPE B | 02704 | EACH | 38.00 | 38.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0410 | CLEAN SILT TRAP TYPE A ALTERNATE 2 | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0420 | CLEAN SILT TRAP TYPE A ALTERNATE 1 | 02706 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0430 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 114.00 | 114.000 | 5.000 | 5.000 | 10.00 | 50.00 | |||
| 0440 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,222.00 | 2,222.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0450 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0460 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,089.00 | 1,089.000 | 900.000 | 900.000 | 1.75 | 1,575.00 | |||
| 0470 | TEMPORARY MULCH | 05952 | SQYD | 53,240.00 | 53,240.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0480 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 25,057.00 | 25,057.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0490 | TOPDRESSING FERTILIZER | 05966 | TON | 3.90 | 3.900 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0500 | SEEDING AND PROTECTION | 05985 | SQYD | 39,119.00 | 39,119.000 | 36,903.330 | 36,903.330 | 0.35 | 12,916.16 | |||
| 0510 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 9,448.00 | 9,448.000 | 14,758.340 | 14,758.340 | 0.28 | 4,132.33 | |||
| 0520 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,200.00 | 1,200.000 | 2,256.000 | 2,256.000 | 0.50 | 1,128.00 | |||
| 0530 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 9,423.00 | 9,423.000 | 9,457.000 | 9,457.000 | 0.30 | 2,837.10 | |||
| 0540 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0550 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0560 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 1,702.00 | 1,702.000 | 1,702.000 | 1,702.000 | 3.85 | 6,552.70 | |||
| 0570 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 1,702.00 | 1,702.000 | 1,702.000 | 1,702.000 | 3.85 | 6,552.70 | |||
| 0580 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 15.00 | 540.00 | |||
| 0590 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 38.00 | 38.000 | 38.000 | 38.000 | 10.00 | 380.00 | |||
| 0600 | CONCRETE-CLASS A | 08100 | CUYD | 9.86 | 9.860 | 9.860 | 9.860 | 700.00 | 6,902.00 | |||
| 0610 | STEEL REINFORCEMENT | 08150 | LB | 207.00 | 207.000 | 207.000 | 207.000 | 2.00 | 414.00 | |||
| 0620 | SILT TRAP TYPE C | 20496NS843 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0630 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0640 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 8000 | EW~ Durable Rock Fill | 10092EX | TON | 0.00 | 7,772.000 | 4,910.710 | 4,910.710 | 26.00 | 127,678.46 | |||
| 8001 | BORROW EXCAVATION RESTORE STREAM BANK | 02210 | CUYD | 0.00 | 33,000.000 | 24,980.000 | 24,980.000 | 22.65 | 565,797.00 | |||
| 8002 | EW~ REMOVE & PROPERLY DISPOSE OF RIVER DEBRIS & TRASH | 10091EX | CUYD | 0.00 | 7,000.000 | 4,192.000 | 4,192.000 | 108.25 | 453,784.00 | |||
| 8003 | SITE PREPARATION BORROW SITE & STAGING AREA | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 63,400.00 | 63,400.00 | |||
| 8006 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | -10,623.180 | -10,623.180 | 1.00 | -10,623.18 | |||
| 8007 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 25,569.990 | 25,569.990 | 1.00 | 25,569.99 | |||
| 8008 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 3,992.810 | 3,992.810 | 1.00 | 3,992.81 | |||
| 9001 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 11.00 | 1,100.00 | |||
| 9002 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 0.00 | 559.000 | 559.000 | 559.000 | 7.70 | 4,304.30 | |||
| 9003 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 86.57 | 519.42 | |||
| 9004 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 0.00 | 44.000 | 44.000 | 44.000 | 0.60 | 26.40 | |||
| Project | DE05832240519 | Fed/State Project Number | FD04 058 NEW ROUTE | Category | 0002 BRIDGE | |||||||
| 0650 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 125.00 | 125.000 | 125.000 | 125.000 | 60.00 | 7,500.00 | |||
| 0660 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 876.90 | 876.900 | 876.900 | 876.900 | 2.00 | 1,753.80 | |||
| 0670 | MASONRY COATING | 02998 | SQYD | 1,423.00 | 1,423.000 | 1,423.000 | 1,423.000 | 10.00 | 14,230.00 | |||
| 0680 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 53.00 | 3,816.00 | |||
| 0690 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,600.00 | 21,600.00 | |||
| 0700 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 869.00 | 869.000 | 646.740 | 646.740 | 32.00 | 20,695.68 | |||
| 0710 | TEST PILES | 08033 | LF | 595.00 | 595.000 | 598.000 | 598.000 | 36.00 | 21,528.00 | |||
| 0720 | PILES-STEEL HP12X53 | 08046 | LF | 3,768.00 | 3,768.000 | 3,750.600 | 3,750.600 | 36.00 | 135,021.60 | |||
| 0730 | PILE POINTS-12 INCH | 08094 | EACH | 66.00 | 66.000 | 66.000 | 66.000 | 100.00 | 6,600.00 | |||
| 0740 | CONCRETE-CLASS A | 08100 | CUYD | 484.50 | 484.500 | 484.500 | 484.500 | 437.00 | 211,726.50 | |||
| 0750 | CONCRETE-CLASS AA | 08104 | CUYD | 1,169.00 | 1,169.000 | 1,169.000 | 1,169.000 | 540.00 | 631,260.00 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 67,163.00 | 67,163.000 | 67,163.000 | 67,163.000 | 0.94 | 63,133.22 | |||
| 0770 | STEEL REINF-EPOXY COATED | 08151 | LB | 374,215.00 | 374,215.000 | 374,215.000 | 374,215.000 | 0.80 | 299,372.00 | |||
| 0780 | STRUCTURAL STEEL 1481516 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,030,000.00 | 2,030,000.00 | |||
| 0790 | SHEAR CONNECTORS 9033 LBS | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,000.00 | 23,000.00 | |||
| 0800 | DRAIN PIPE-6 INCH | 08820 | LF | 109.00 | 109.000 | 109.000 | 109.000 | 126.00 | 13,734.00 | |||
| 0810 | DRILLED SHAFT-COMMON 84" | 20633ED | LF | 121.00 | 121.000 | 116.120 | 116.120 | 1,170.00 | 135,860.40 | |||
| 0820 | DRILLED SHAFT-ROCK 78" | 20634ED | LF | 80.60 | 80.600 | 88.420 | 88.420 | 1,380.00 | 122,019.60 | |||
| 0830 | EXPANSION DAM-5" | 20635ED | LF | 80.00 | 80.000 | 80.000 | 80.000 | 190.00 | 15,200.00 | |||
| Project | DE05832240519 | Fed/State Project Number | FD04 058 NEW ROUTE | Category | 0003 DEMOBILIZATION & MOBILIZATION | |||||||
| 0840 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 258,000.00 | 258,000.00 | |||
| 0850 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 80,340.00 | 20,085.00 | 80,340.00 | |
| 8004 | MOBILIZATION DEBRIS REMOVAL & EMBANKMENT REPAIR | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 8005 | DEMOBILIZATION DEBRIS REMOVAL & EMBANKMENT REPAIR | 02569 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| SUBTOT | $20,085.00 |
$6,863,482.13 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0780-1-0I |
Structural Steel | LS |
1.00 | 0001 | $591107.74000 | $591,107.74 | ||||||
0720-0-0I |
PILES-STEEL HP12X53 |
|
0008 | $ | $78,868.83 | |||||||
0730-0-0I |
PILE POINTS-12 INCH |
|
0008 | $ | $2,821.50 | |||||||
0750-0-0I |
CONCRETE-CLASS AA |
|
0011 | $ | $59,619.00 | |||||||
0780-0-0I |
STRUCTURAL STEEL |
|
0012 | $ | $753,206.89 | |||||||
0770-1-0I |
Epoxy Reinf Steel | LB |
123,511.00 | 0039 | $0.540000 | $63,361.15 | ||||||
0750-1-0I |
CLASS AA | CUYD |
1,169.00 | 0041 | $51.000000 | $59,619.00 | ||||||
0780-1-0A |
Structural Steel | LS |
0.23 | 0035 | $591107.740000 | $-135,954.78 | ||||||
0780-1-0A |
Structural Steel | LS |
0.23 | 0036 | $591107.740000 | $-135,954.78 | ||||||
0780-1-0A |
Structural Steel | LS |
0.23 | 0037 | $591107.740000 | $-135,954.78 | ||||||
0720-0-0A |
PILES-STEEL HP12X53 |
|
0.00 | 0038 | $ | $-19,717.21 | ||||||
0720-0-0A |
PILES-STEEL HP12X53 |
|
0.00 | 0039 | $ | $-59,151.62 | ||||||
0780-0-0A |
STRUCTURAL STEEL |
|
0.00 | 0039 | $ | $-4,209.53 | ||||||
0780-0-0A |
STRUCTURAL STEEL |
|
0.00 | 0039 | $ | $-425,000.00 | ||||||
0780-0-0A |
STRUCTURAL STEEL |
|
0.00 | 0040 | $ | $-22,000.00 | ||||||
0750-1-0A |
CLASS AA | CUYD |
28.28 | 0041 | $51.000000 | $-1,442.28 | ||||||
0770-1-0A |
Epoxy Reinf Steel | LB |
7,861.86 | 0041 | $0.540000 | $-4,033.13 | ||||||
0780-0-0A |
STRUCTURAL STEEL |
|
0.00 | 0041 | $ | $-15,000.00 | ||||||
0750-1-0A |
CLASS AA | CUYD |
496.34 | 0042 | $51.000000 | $-25,313.34 | ||||||
0770-1-0A |
Epoxy Reinf Steel | LB |
115,649.14 | 0042 | $0.540000 | $-59,328.02 | ||||||
0750-1-0A |
CLASS AA | CUYD |
432.47 | 0043 | $51.000000 | $-22,055.97 | ||||||
0750-1-0A |
CLASS AA | CUYD |
170.00 | 0044 | $51.000000 | $-8,670.00 | ||||||
0750-1-0A |
CLASS AA | CUYD |
41.91 | 0045 | $51.000000 | $-2,137.41 | ||||||
0730-00C |
PILE POINTS-12 INCH |
|
0.00 | 0038 | $0.000000 | $-2,821.50 | ||||||
0780-10C |
Structural Steel | LS |
0.00 | 0039 | $591107.740000 | $-183,243.40 | ||||||
0750-00C |
CONCRETE-CLASS AA |
|
0.00 | 0041 | $0.000000 | $-59,619.00 | ||||||
0780-00C |
STRUCTURAL STEEL |
|
0.00 | 0042 | $0.000000 | $-286,997.36 | ||||||
| SUBTOT | $0.00 |
|||||||||||