|
Report_Id:ESTIMATE SUMMARY BAT REV 12/13/05 |
Date:02/05/2007 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 010088 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11310) Fuson, David | ||||||
| Contractor | BIZZACK INC | ADDR SN 99 VC Code PQMGR | |||||
| PO BOX 12530 | |||||||
| Lexington , KY , 40583 | |||||||
| Pay Period | 03/11/2006 TO 01/24/2007 | ||||||
| Date Approved | 02/05/2007 | ||||||
| Primary Proj Number | X048042104001 | ||||||
| Project No. | JJ01 048 0421 010-012 | ||||||
| Primary County | HARLAN | ||||||
| Name of Road | HARLAN-VIRGINIA STATE LINE ROAD (US421) | ||||||
| Description | RECONSTRUCT FROM KY2074 AT CHEVROLET SOUTH TO LENARUE | ||||||
| Date Let | 02/16/2001 | Formal Acceptance | 11/29/2005 | ||||
| Date Awarded | 05/14/2001 | Date Work Began | 07/02/2001 | ||||
| Date Contract Executed | 05/22/2001 | Open To Traffic | 05/11/2005 | ||||
| Date NTP Issued | 05/22/2001 | Actual Completion Date | 05/11/2005 | ||||
| Current Contract Amount | $9,041,605.69 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,972,145.65 |
Total Earnings | $8,843,910.00 |
$8,837,230.00 |
$6,680.00 |
|
| Percent Complete | 98.39 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $145,132.36 |
Gross Earnings | $8,843,910.00 |
$8,837,230.00 |
$6,680.00 |
|
| Total Change Orders | $69,460.04 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,896,473.33 |
$8,889,793.33 |
$6,680.00 |
|||
| Contract Id | 010088 | Change Order Summary |
County | HARLAN | ||||||
| Estimate Nbr | 0010 | Project Number | JJ01 048 0421 010-012 | |||||||
| Contractor | BIZZACK INC | Period | 03/11/2006 TO 01/24/2007 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Change asphalt pavement type and add a gate valve. | Approved | 02/27/2005 | $755.00 | 1.0 | |||||
| 002 | Special Seeding Crown Vetch | Approved | 03/11/2005 | $21,435.30 | 1.0 | |||||
| 003 | Cut & Cap Exist Water Main | Approved | 03/11/2005 | $1,150.00 | 1.0 | |||||
| 004 | Changing reinforced concrete slope wall to Shotcrete blanket | Approved | 03/11/2005 | $84,113.44 | 3.0 | |||||
| 005 | Installation of pavement underdrain system | Approved | 03/11/2005 | $58,693.92 | 2.0 | |||||
| 006 | Value Engineering | Approved | 03/11/2005 | $-125,441.87 | 0.0 | |||||
| 007 | Asphalt Placement with MTV & Island Header Curb TY 2 | Approved | 03/11/2005 | $5,731.60 | 1.0 | |||||
| 008 | Design Changes on Lenarue Bridge and Steel Price Adjustment | Approved | 08/19/2005 | $16,342.65 | 1.0 | |||||
| 009 | REVISED GUARDRAIL CON TO BRIDGE END TYPE A | Approved | 04/05/2006 | $6,680.00 | 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 |
||
| X048042104001 | 0001 | ROADWAY EXCAVATION | FUEL | 0001 | 0.00 |
$0.00 |
$-14,697.42 |
||
| X048042104001 | 0027 | CULVERT PIPE-1050 MM | OTHER | 0001 | 656.24 |
$2.39 |
$1,568.41 |
||
| X048042104001 | 0046 | CRUSHED STONE BASE | FUEL | 0001 | 0.00 |
$0.00 |
$120.85 |
||
| X048042104001 | 0047 | D G A BASE | FUEL | 0001 | 0.00 |
$0.00 |
$1,157.43 |
||
| X048042104001 | 0049 | LEVELING & WEDGING PG64-22 | FUEL | 0001 | 0.00 |
$0.00 |
$46.20 |
||
| X048042104001 | 0050 | EMULSIFIED ASPHALT RS-2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$2.71 |
||
| X048042104001 | 0064 | CONCRETE-CLASS A | OTHER | 0001 | 140.68 |
$208.22 |
$29,292.39 |
||
| X048042104001 | 0064 | CONCRETE-CLASS A | OTHER | 0001 | 85.64 |
$201.17 |
$17,228.20 |
||
| X048042104001 | 0064 | CONCRETE-CLASS A | OTHER | 0001 | 11.46 |
$207.54 |
$2,380.07 |
||
| X048042104001 | 8000 | CL3 ASPH BASE 25.0D PG70-22 | FUEL | 0001 | 0.00 |
$0.00 |
$530.70 |
||
| X048042104001 | 8000 | CL3 ASPH BASE 25.0D PG70-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$6.65 |
||
| X048042104001 | 8001 | CL3 ASPH BASE 25.0D PG64-22 | FUEL | 0001 | 0.00 |
$0.00 |
$524.43 |
||
| X048042104001 | 8001 | CL3 ASPH BASE 25.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$106.32 |
||
| X048042104001 | 8002 | CL2 ASPH BASE 25.0D PG64-22 | FUEL | 0001 | 0.00 |
$0.00 |
$387.64 |
||
| X048042104001 | 8002 | CL2 ASPH BASE 25.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$5.50 |
||
| X048042104001 | 0047 | D G A BASE | FUEL | 0004 | 0.00 |
$0.00 |
$52.79 |
||
| X048042104001 | 0049 | LEVELING & WEDGING PG64-22 | FUEL | 0004 | 0.00 |
$0.00 |
$1,346.62 |
||
| X048042104001 | 0049 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0004 | 0.00 |
$0.00 |
$10.54 |
||
| X048042104001 | 0055 | CL3 ASPH SURF 12.5B PG70-22 | RIDEABILITY | 0004 | 0.00 |
$0.00 |
$5,803.65 |
||
| X048042104001 | 8002 | CL2 ASPH BASE 25.0D PG64-22 | FUEL | 0004 | 0.00 |
$0.00 |
$192.57 |
||
| X048042104001 | 0001 | ROADWAY EXCAVATION | FUEL | 0006 | 0.00 |
$0.00 |
$891.05 |
||
| X048042104001 | 0047 | D G A BASE | FUEL | 0006 | 0.00 |
$0.00 |
$639.48 |
||
| X048042104001 | 0055 | CL3 ASPH SURF 12.5B PG70-22 | FUEL | 0006 | 0.00 |
$0.00 |
$2,588.86 |
||
| X048042104001 | 0093 | CL2 ASPH SURF 12.5D PG64-22 | FUEL | 0006 | 0.00 |
$0.00 |
$1,943.37 |
||
| X048042104001 | 8002 | CL2 ASPH BASE 25.0D PG64-22 | FUEL | 0006 | 0.00 |
$0.00 |
$302.65 |
||
| X048042104001 | 8009 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL | 0006 | 0.00 |
$0.00 |
$-357.75 |
||
| X048042104001 | 0001 | ROADWAY EXCAVATION | FUEL | 0009 | 0.00 |
$0.00 |
$449.35 |
||
| X048042104001 | 0049 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$-0.04 |
||
| X048042104001 | 0050 | EMULSIFIED ASPHALT RS-2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$-2.71 |
||
| X048042104001 | 8000 | CL3 ASPH BASE 25.0D PG70-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$-6.65 |
||
| X048042104001 | 8001 | CL3 ASPH BASE 25.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$54.97 |
||
| X048042104001 | 8002 | CL2 ASPH BASE 25.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$-5.50 |
||
| Contract Id | 010088 | COMMONWEALTH OF KENTUCKY |
County | HARLAN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | X048042104001 | |||||||
| Estimate Nbr | 0010 | Period | 03/11/2006 TO 01/24/2007 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | X048042104001 | Fed/State Project Number | JJ01 048 0421 010-012 | 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 |
| 0001 | ROADWAY EXCAVATION | 02200M | CU M | 807,485.00 | 758,755.000 | 800,144.000 | 800,144.000 | 3.82 | 3,056,550.08 | ||
| 0002 | WATER | 02242M | CU M | 6,100.00 | 6,100.000 | 0.000 | 0.000 | 0.10 | 0.00 | ||
| 0003 | CONCRETE-CLASS A | 08100M | CU M | 12.47 | 11.050 | 14.450 | 14.450 | 700.00 | 10,115.00 | ||
| 0004 | STEEL REINFORCEMENT | 08150M | KG | 593.70 | 586.500 | 596.400 | 596.400 | 2.20 | 1,312.08 | ||
| 0005 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 1,253.49 | 1,037.750 | 530.400 | 530.400 | 37.75 | 20,022.60 | ||
| 0006 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 8.000 | 1.000 | 1.000 | 50.00 | 50.00 | ||
| 0007 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | ||
| 0008 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 700.00 | 0.00 | ||
| 0009 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 1,800.00 | 9,000.00 | ||
| 0010 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 0.000 | -4.000 | 4.000 | 0.000 | 750.00 | -3,000.00 | 0.00 |
| 0011 | REMOVE GUARDRAIL | 02381M | M | 157.00 | -3.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0012 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 8,117.00 | 8,117.000 | 17,326.869 | 17,326.869 | 1.00 | 17,326.86 | ||
| 0013 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 9,890.00 | 9,890.000 | 11,652.830 | 11,652.830 | 1.15 | 13,400.75 | ||
| 0014 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | M | 6.60 | 6.600 | 5.500 | 5.500 | 25.00 | 137.50 | ||
| 0015 | PAVE MARKING-PAINT CROSS-HATCH | 06570M | SQ M | 488.00 | 488.000 | 76.180 | 76.180 | 24.00 | 1,828.32 | ||
| 0016 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 30.00 | 30.000 | 25.000 | 25.000 | 35.00 | 875.00 | ||
| 0017 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 212.00 | 212.000 | 139.000 | 139.000 | 35.00 | 4,865.00 | ||
| 0018 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | ||
| 0019 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0020 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0021 | SIGNS | 02562M | SQ M | 25.10 | 25.100 | 33.568 | 33.568 | 100.00 | 3,356.80 | ||
| 0022 | INSTALL TEMP CONC MED BARR | 01992M | M | 130.00 | 0.000 | 61.722 | 61.722 | 50.00 | 3,086.10 | ||
| 0023 | REMOVE PAVEMENT | 02091M | SQ M | 2,811.80 | 818.800 | 353.500 | 353.500 | 2.00 | 707.00 | ||
| 0024 | SEPTIC TANK TREATMENT | 02404 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0025 | CULVERT PIPE-450 MM | 00462M | M | 13.80 | 0.000 | 14.300 | 14.300 | 207.70 | 2,970.11 | ||
| 0026 | CULVERT PIPE-900 MM | 00468M | M | 24.70 | 24.700 | 28.250 | 28.250 | 389.70 | 11,009.02 | ||
| 0027 | CULVERT PIPE-1050 MM | 00469M | M | 117.60 | 117.600 | 98.550 | 98.550 | 254.70 | 25,100.68 | ||
| 0028 | ENTRANCE PIPE-375 MM | 00440M | M | 59.20 | 59.200 | 24.392 | 24.392 | 92.30 | 2,251.38 | ||
| 0029 | ENTRANCE PIPE-600 MM | 00443M | M | 16.50 | 16.500 | 16.500 | 16.500 | 129.30 | 2,133.45 | ||
| 0030 | SLOTTED DRAIN PIPE-375 MM | 00981M | M | 9.00 | 9.000 | 0.000 | 0.000 | 291.90 | 0.00 | ||
| 0031 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | ||
| 0032 | SEEDING AND PROTECTION | 05985M | SQ M | 70,050.00 | 70,050.000 | 74,700.100 | 74,700.100 | 0.38 | 28,386.03 | ||
| 0033 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 63,045.00 | 63,045.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 0034 | TOPDRESSING FERTILIZER | 05966M | MTON | 4.20 | 4.200 | 4.196 | 4.196 | 550.00 | 2,307.80 | ||
| 0035 | EROSION CONTROL BLANKET | 05950M | SQ M | 612.00 | 612.000 | 0.000 | 0.000 | 2.50 | 0.00 | ||
| 0036 | SILT TRAP TYPE A | 02703 | EACH | 70.00 | 70.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | ||
| 0037 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 210.00 | 210.000 | 4.000 | 4.000 | 25.00 | 100.00 | ||
| 0038 | SILT CHECK | 02705 | EACH | 58.00 | 58.000 | 7.000 | 7.000 | 75.00 | 525.00 | ||
| 0039 | CLEAN SILT CHECK | 02708 | EACH | 174.00 | 174.000 | 5.000 | 5.000 | 25.00 | 125.00 | ||
| 0040 | TEMPORARY SILT FENCE | 02701M | M | 4,364.80 | 4,364.800 | 163.300 | 163.300 | 6.00 | 979.80 | ||
| 0041 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 8,779.60 | 8,779.600 | 3.550 | 3.550 | 0.25 | 0.88 | ||
| 0042 | CHANNEL LINING CLASS IV | 02488M | CU M | 379.00 | 379.000 | 873.928 | 873.928 | 10.00 | 8,739.28 | ||
| 0043 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 455.00 | 455.000 | 0.000 | 0.000 | 3.00 | 0.00 | ||
| 0044 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 53.00 | 53.000 | 50.000 | 50.000 | 100.00 | 5,000.00 | ||
| 0045 | EDGE KEY MODIFIED | 02585M | M | 29.60 | 29.600 | 14.000 | 14.000 | 100.00 | 1,400.00 | ||
| 0046 | CRUSHED STONE BASE | 00003M | MTON | 17,813.00 | 16,950.450 | 7,085.400 | 7,085.400 | 24.85 | 176,072.19 | ||
| 0047 | D G A BASE | 00001M | MTON | 3,573.00 | 1,326.000 | 5,403.045 | 5,403.045 | 24.85 | 134,265.66 | ||
| 0048 | TRAFFIC BOUND BASE | 00020M | MTON | 750.00 | 750.000 | 1,070.045 | 1,070.045 | 18.00 | 19,260.81 | ||
| 0049 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 855.00 | 855.000 | 862.647 | 862.647 | 60.99 | 52,612.84 | ||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 11.50 | 10.500 | 9.606 | 9.606 | 450.00 | 4,322.70 | ||
| 0051 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 95.00 | 84.000 | 91.280 | 91.280 | 60.00 | 5,476.80 | ||
| 0052 | CL3 ASPH BASE 19.0D PG70-22 | 00224M | MTON | 3,100.00 | 0.000 | 0.000 | 0.000 | 61.20 | 0.00 | ||
| 0053 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | MTON | 3,132.00 | 0.000 | 0.000 | 0.000 | 55.35 | 0.00 | ||
| 0054 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | MTON | 2,522.00 | 0.000 | 0.000 | 0.000 | 54.11 | 0.00 | ||
| 0055 | CL3 ASPH SURF 12.5B PG70-22 | 00325M | MTON | 1,240.00 | 1,529.000 | 1,329.403 | 1,329.403 | 71.41 | 94,932.66 | ||
| 0057 | CLEARING AND GRUBBING (17.4 HECTACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 85,000.00 | 85,000.00 | ||
| 0058 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | ||
| 0059 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 46,400.00 | 46,400.00 | ||
| 0093 | CL2 ASPH SURF 12.5D PG64-22 | 09071M01 | MTON | 1,044.00 | 1,016.000 | 1,185.098 | 1,185.098 | 60.99 | 72,279.12 | ||
| 8000 | CL3 ASPH BASE 25.0D PG70-22 | 00215M | MTON | 0.00 | 3,830.000 | 3,406.321 | 3,406.321 | 61.20 | 208,466.84 | ||
| 8001 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | MTON | 0.00 | 3,841.000 | 2,951.021 | 2,951.021 | 55.35 | 163,339.01 | ||
| 8002 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | MTON | 0.00 | 1,679.000 | 2,079.346 | 2,079.346 | 54.11 | 112,513.41 | ||
| 8004 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 0.00 | 63,045.000 | 55,567.100 | 55,567.100 | 0.34 | 18,892.81 | ||
| 8009 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 0.00 | 1,315.130 | 1,325.327 | 1,325.327 | 37.88 | 50,203.38 | ||
| 8010 | PERFORATED PIPE-100 MM | 01000M | M | 0.00 | 610.000 | 580.000 | 580.000 | 16.24 | 9,419.20 | ||
| 8011 | NON-PERFORATED PIPE-100 MM | 01010M | M | 0.00 | 18.144 | 36.560 | 36.560 | 27.90 | 1,020.02 | ||
| 8012 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 450.00 | 450.00 | ||
| 8013 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 8014 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | EACH | 0.00 | 4.000 | 9.000 | 9.000 | 450.00 | 4,050.00 | ||
| 8015 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 0.00 | 8.872 | 7.330 | 7.330 | 82.67 | 605.97 | ||
| 8016 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | ||
| 8017 | VALUE ENGINEERING | 10121NS | DOLL | 0.00 | 102,641.880 | 102,641.880 | 102,641.880 | 1.00 | 102,641.88 | ||
| 8018 | ASPHALT PLACEMENT WITH MTV | 00338M | MTON | 0.00 | 1,529.000 | 1,329.403 | 1,329.403 | 1.00 | 1,329.40 | ||
| 8019 | ISLAND HEADER CURB TYPE 2 | 01891M | M | 0.00 | 30.500 | 30.480 | 30.480 | 137.79 | 4,199.83 | ||
| 8020 | EW~ Design Charge Reimbursement | 10098NX | DOLL | 0.00 | 11,691.650 | 11,691.650 | 11,691.650 | 1.00 | 11,691.65 | ||
| 8021 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 4,651.000 | 4,651.000 | 4,651.000 | 1.00 | 4,651.00 | ||
| 8022 | GUARDRAIL CONNECTOR TO BRIDGE END TY A MODIFIED TO MEET STD DRAWINGS | 02363 | EACH | 0.00 | 4.000 | 4.000 | 0.000 | 4.000 | 2,420.00 | 9,680.00 | 9,680.00 |
| Project | X048042104001 | Fed/State Project Number | JJ01 048 0421 010-012 | Category | 0002 BRIDGE | ||||||
| 0060 | MASONRY COATING | 02998M | SQ M | 5,605.00 | 5,642.000 | 5,639.744 | 5,639.744 | 10.00 | 56,397.44 | ||
| 0061 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 188.00 | 188.000 | 127.069 | 127.069 | 56.00 | 7,115.86 | ||
| 0062 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 630.00 | 630.000 | 948.306 | 948.306 | 12.00 | 11,379.67 | ||
| 0063 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 202.00 | 333.890 | 350.790 | 350.790 | 60.00 | 21,047.40 | ||
| 0064 | CONCRETE-CLASS A | 08100M | CU M | 2,081.50 | 2,081.500 | 2,087.708 | 2,087.708 | 400.00 | 835,083.20 | ||
| 0065 | CONCRETE-CLASS AAA | 08105M | CU M | 1,573.80 | 1,585.500 | 1,585.500 | 1,585.500 | 480.00 | 761,040.00 | ||
| 0066 | CYCLOPEAN STONE RIP RAP | 08019M | MTON | 965.00 | 965.000 | 0.000 | 0.000 | 24.00 | 0.00 | ||
| 0067 | PILES-STEEL HP360X108 | 08050M | M | 1,099.00 | 1,099.000 | 1,019.705 | 1,019.705 | 100.00 | 101,970.50 | ||
| 0068 | PILE POINTS-14 INCH | 08095 | EACH | 240.00 | 240.000 | 235.000 | 235.000 | 100.00 | 23,500.00 | ||
| 0069 | TEST PILES | 08033M | M | 99.00 | 99.000 | 100.380 | 100.380 | 225.00 | 22,585.50 | ||
| 0070 | STEEL REINF-EPOXY COATED | 08151M | KG | 306,531.00 | 310,742.000 | 311,923.431 | 311,923.431 | 1.32 | 411,738.92 | ||
| 0071 | STEEL REINFORCEMENT | 08150M | KG | 181,594.00 | 181,853.000 | 181,853.000 | 181,853.000 | 1.30 | 236,408.90 | ||
| 0072 | PRECAST PC I BEAM TYPE 7 | 08637M | M | 1,732.20 | 1,544.160 | 1,544.160 | 1,544.160 | 512.00 | 790,609.92 | ||
| 0073 | REINF CONC SLOPE WALL-150 MM | 08016M | SQ M | 458.00 | 0.000 | 0.000 | 0.000 | 180.00 | 0.00 | ||
| 0074 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 889.00 | 889.000 | 261.000 | 261.000 | 2.00 | 522.00 | ||
| 0075 | EXPANSION DAM-100 MM NEOPRENE | 08472M | M | 34.50 | 34.500 | 34.458 | 34.458 | 500.00 | 17,229.00 | ||
| 0080 | STRUCTURAL STEEL (APPROX 16787 KG) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 86,000.00 | 86,000.00 | ||
| 0081 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,000.00 | 23,000.00 | ||
| 0099 | COFFERDAM (PIER 2) | 08038M01 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,000.00 | 42,000.00 | ||
| 0100 | COFFERDAM (PIER 3) | 0804501 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0101 | COFFERDAM (PIER 8) | 0804401 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,000.00 | 42,000.00 | ||
| 0102 | COFFERDAM (PIER 9) | 0736501 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 8006 | EW~ Shotcrete | 10096MX | SQ M | 0.00 | 573.000 | 573.000 | 573.000 | 108.00 | 61,884.00 | ||
| 8007 | PRECAST PC I BEAM TYPE 7 Invoice | 08637M | M | 0.00 | 188.040 | 188.040 | 188.040 | 341.85 | 64,281.47 | ||
| 8008 | PRECAST PC I BEAM TYPE 7 Revised | 08637M | M | 0.00 | 203.040 | 203.040 | 203.040 | 575.60 | 116,869.82 | ||
| Project | X048042104001 | Fed/State Project Number | JJ01 048 0421 010-012 | Category | 0003 WATERLINE | ||||||
| 0082 | PVC PIPE-200 MM | 03387M | M | 865.00 | 865.000 | 1,041.260 | 1,041.260 | 28.00 | |||