|
Report_Id: 000555 Est NO 0007 |
Date:04/01/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 000555 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12315) Weddington, Derrick P., P.E. | ||||||
| Contractor | BIZZACK INC | ADDR SN 1 VC Code VC0000088060 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 02/11/2008 TO 03/23/2008 | ||||||
| Date Approved | 04/01/2008 | ||||||
| Primary Proj Number | X098011906003 | ||||||
| Project No. | APD 119-2 (66) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-SOUTH WILLIAMSON ROAD (US119) | ||||||
| Description | FROM ZEBULON ROAD TO RACCOON CREEK | ||||||
| Date Let | 08/25/2000 | Formal Acceptance | |||||
| Date Awarded | 09/06/2000 | Date Work Began | 10/30/2000 | ||||
| Date Contract Executed | 10/11/2000 | Open To Traffic | |||||
| Date NTP Issued | 10/11/2000 | Actual Completion Date | 05/16/2005 | ||||
| Current Contract Amount | $37,843,130.50 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $37,143,769.40 |
Total Earnings | $37,424,360.93 |
$37,162,726.15 |
$261,634.78 |
|
| Percent Complete | 98.59 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $532,433.61 |
Gross Earnings | $37,424,360.93 |
$37,162,726.15 |
$261,634.78 |
|
| Total Change Orders | $699,361.10 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $37,310,696.89 |
$37,048,708.37 |
$261,988.52 |
|||
| Contract Id | 000555 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0007 | Project Number | APD 119-2 (66) | |||||||
| Contractor | BIZZACK INC | Period | 02/11/2008 TO 03/23/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Detour Change and Mass Concrete | Approved | 04/13/2006 | $5,011.27 | 1.0 | |||||
| 002 | Fuel Tank Removal, Bleeder Ditch, Erosion Control | Approved | 04/13/2006 | $124,039.83 | 2.0 | |||||
| 003 | Traffic Bound Base | Approved | 04/13/2006 | $4,950.00 | 0.0 | |||||
| 004 | Roadway Excavation, Concrete CL AA, Culvert Pipe | Approved | 04/13/2006 | $132,674.04 | 2.0 | |||||
| 005 | Drop Box Inlet Type 2, Perf Pipe & Headwall, Culvert Pipe | Approved | 04/13/2006 | $0.00 | 0.0 | |||||
| 006 | Steel Price Adjustment | Approved | 04/13/2006 | $66,220.32 | 0.0 | |||||
| 007 | Drainage improvements | Approved | 11/19/2007 | $366,465.64 | 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 |
||
| X098011906003 | 0001 | ROADWAY EXCAVATION | ASPHALT LOT PAY ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$-100,280.18 |
||
| X098011906003 | 0071 | CONCRETE-CLASS A | NON-SPEC MATERIAL DEDUCTION | 0001 | 0.00 |
$0.00 |
$-13,737.60 |
||
| X098011906003 | 0071 | CONCRETE-CLASS A | NON-SPEC MATERIAL DEDUCTION | 0007 | 353.74 |
$1.00 |
$353.74 |
||
| Contract Id | 000555 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | X098011906003 | ||||||
| Estimate Nbr | 0007 | Period | 02/11/2008 TO 03/23/2008 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | X098011906003 | Fed/State Project Number | APD 119-2 (66) | 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 | 4,984,964.00 | 5,055,442.000 | 61,594.100 | 5,165,442.000 | 5,227,036.100 | 2.68 | 165,072.18 | 14,008,456.74 |
| 0002 | WATER | 02242M | CU M | 750.00 | 750.000 | 0.000 | 0.000 | 3.00 | 0.00 | ||
| 0003 | CONCRETE-CLASS A | 08100M | CU M | 54.98 | 54.980 | -1.000 | 30.820 | 29.820 | 600.00 | -600.00 | 17,892.00 |
| 0004 | STEEL REINFORCEMENT | 08150M | KG | 2,698.40 | 2,698.400 | 1,176.300 | 1,176.300 | 2.20 | 2,587.86 | ||
| 0005 | CEMENT | 02542M | MTON | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 0006 | GABION | 09691M99 | CU M | 2,053.00 | 2,053.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0007 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 937.26 | 937.260 | 600.010 | 600.010 | 40.95 | 24,570.40 | ||
| 0008 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 50.00 | 200.00 | ||
| 0009 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | ||
| 0010 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 5,825.00 | 0.00 | ||
| 0011 | CONCRETE BARRIER WALL TYPE 9T | 03171M | M | 312.00 | 0.000 | 0.000 | 0.000 | 82.00 | 0.00 | ||
| 0012 | PAVE STRIPING-TEMP PAINT-200MM | 06512M | M | 624.00 | 624.000 | 0.000 | 0.000 | 6.50 | 0.00 | ||
| 0013 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 468.00 | 468.000 | 0.000 | 0.000 | 6.50 | 0.00 | ||
| 0014 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 15.00 | 0.00 | ||
| 0015 | SIGNS | 02562M | SQ M | 27.00 | 27.000 | 17.741 | 17.741 | 150.00 | 2,661.15 | ||
| 0016 | PLUG WATER WELL | 02475 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 700.00 | 5,600.00 | ||
| 0017 | CULVERT PIPE-450 MM | 00462M | M | 90.30 | 90.300 | 33.700 | 33.700 | 49.00 | 1,651.30 | ||
| 0018 | CULVERT PIPE-750 MM | 00466M | M | 31.00 | 31.000 | 0.000 | 0.000 | 249.50 | 0.00 | ||
| 0019 | CULVERT PIPE-1350 MM | 00471M | M | 223.90 | 0.000 | 0.000 | 0.000 | 172.80 | 0.00 | ||
| 0020 | CULVERT PIPE-1650 MM EQUIV | 00502M | M | 16.90 | 16.900 | 16.500 | 16.500 | 1,066.50 | 17,597.25 | ||
| 0021 | CULVERT PIPE-2400 MM EQUIV | 00508M | M | 16.00 | 16.000 | 16.000 | 16.000 | 2,231.00 | 35,696.00 | ||
| 0022 | STORM SEWER PIPE-375 MM | 00521M | M | 55.60 | 55.600 | 20.600 | 20.600 | 163.80 | 3,374.28 | ||
| 0023 | STORM SEWER PIPE-450 MM | 00522M | M | 162.50 | 162.500 | 139.086 | 139.086 | 162.20 | 22,559.74 | ||
| 0024 | STORM SEWER PIPE-600 MM | 00524M | M | 353.00 | 353.000 | 272.898 | 272.898 | 60.60 | 16,537.61 | ||
| 0025 | STORM SEWER PIPE-750 MM | 00526M | M | 118.00 | 118.000 | 120.140 | 120.140 | 266.70 | 32,041.33 | ||
| 0026 | STORM SEWER PIPE-900 MM | 00528M | M | 146.00 | 146.000 | 146.000 | 146.000 | 291.30 | 42,529.80 | ||
| 0027 | STORM SEWER PIPE-1050 MM | 00529M | M | 31.20 | 31.200 | 0.000 | 0.000 | 112.40 | 0.00 | ||
| 0028 | PERFORATED PIPE-100 MM | 01000M | M | 156.00 | 156.000 | 452.316 | 452.316 | 25.00 | 11,307.90 | ||
| 0029 | NON-PERFORATED PIPE-100 MM | 01010M | M | 34.00 | 34.000 | 83.820 | 83.820 | 25.00 | 2,095.50 | ||
| 0030 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 2.00 | 2.000 | 7.000 | 7.000 | 500.00 | 3,500.00 | ||
| 0031 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0032 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0033 | CURB BOX INLET TYPE B-B | 01483 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,800.00 | 7,200.00 | ||
| 0034 | DROP BOX INLET TYPE 1 | 01490 | EACH | 10.00 | 4.000 | 7.000 | 7.000 | 2,500.00 | 17,500.00 | ||
| 0035 | DROP BOX INLET TYPE 5B | 01505 | EACH | 8.00 | 8.000 | 1.000 | 9.000 | 10.000 | 2,200.00 | 2,200.00 | 22,000.00 |
| 0036 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | ||
| 0037 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 1.000 | 5.000 | 5.000 | 3,500.00 | 17,500.00 | ||
| 0038 | SEEDING AND PROTECTION | 05985M | SQ M | 221,000.00 | 221,000.000 | -655.000 | 298,917.833 | 298,262.833 | 0.34 | -222.70 | 101,409.36 |
| 0039 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 22,100.00 | 22,100.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 0040 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 108,800.00 | 108,800.000 | 6.000 | 190,409.681 | 190,415.681 | 0.30 | 1.80 | 57,124.70 |
| 0041 | SODDING | 05990M | SQ M | 4,170.00 | 4,170.000 | 0.000 | 0.000 | 4.75 | 0.00 | ||
| 0042 | TOPDRESSING FERTILIZER | 05966M | MTON | 12.00 | 12.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0043 | EROSION CONTROL BLANKET | 05950M | SQ M | 5,096.00 | 5,096.000 | 0.000 | 0.000 | 2.40 | 0.00 | ||
| 0044 | SILT TRAP TYPE B | 02704 | EACH | 12.00 | 12.000 | 7.000 | 7.000 | 400.00 | 2,800.00 | ||
| 0045 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 36.00 | 36.000 | 21.000 | 21.000 | 50.00 | 1,050.00 | ||
| 0046 | SILT CHECK | 02705 | EACH | 69.00 | 69.000 | 34.000 | 34.000 | 50.00 | 1,700.00 | ||
| 0047 | CLEAN SILT CHECK | 02708 | EACH | 207.00 | 207.000 | 33.000 | 33.000 | 35.00 | 1,155.00 | ||
| 0048 | TEMPORARY SILT FENCE | 02701M | M | 4,243.00 | 4,243.000 | 696.630 | 696.630 | 6.60 | 4,597.75 | ||
| 0049 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 8,486.00 | 8,486.000 | 124.968 | 124.968 | 0.25 | 31.24 | ||
| 0050 | SEDIMENTATION BASIN | 02711M | CU M | 4,013.00 | 4,013.000 | 0.000 | 0.000 | 6.50 | 0.00 | ||
| 0051 | CLEAN SEDIMENTATION BASIN | 02712M | CU M | 8,026.00 | 8,026.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0052 | CHANNEL LINING CLASS IA | 02482M | MTON | 1,172.00 | 1,172.000 | 0.000 | 0.000 | 43.60 | 0.00 | ||
| 0053 | CHANNEL LINING CLASS II | 02483M | MTON | 5,018.00 | 5,018.000 | 1,920.547 | 1,920.547 | 23.00 | 44,172.58 | ||
| 0054 | CHANNEL LINING CLASS IV | 02488M | CU M | 2,611.00 | 2,611.000 | 6,957.367 | 6,957.367 | 10.00 | 69,573.67 | ||
| 0055 | SETTLEMENT PLATFORM | 02692 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | ||
| 0056 | STEEL PIPE-63 MM | 03340M | M | 62.40 | 62.400 | 28.800 | 28.800 | 90.00 | 2,592.00 | ||
| 0057 | STEEL PIPE-100 MM | 03343M | M | 62.40 | 62.400 | 28.800 | 28.800 | 100.00 | 2,880.00 | ||
| 0058 | R/W MARKER RURAL TYPE 2 | 02435 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 125.00 | 1,250.00 | ||
| 0059 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 4,396.00 | 4,396.000 | 4,122.080 | 4,122.080 | 17.00 | 70,075.36 | ||
| 0060 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | MTON | 66,200.00 | 64,508.397 | 45,363.984 | 45,363.984 | 10.80 | 489,931.02 | ||
| 0061 | CRUSHED STONE BASE | 00003M | MTON | 743.00 | 743.000 | 637.352 | 637.352 | 34.50 | 21,988.64 | ||
| 0062 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | MTON | 476.00 | 476.000 | 0.000 | 0.000 | 67.50 | 0.00 | ||
| 0063 | CL1 ASPH SURF 9.5E PG64-22 | 00297M00 | MTON | 160.00 | 160.000 | 0.000 | 0.000 | 115.00 | 0.00 | ||
| 0064 | CLEARING AND GRUBBING | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 310,160.00 | 310,160.00 | ||
| 0065 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 215,000.00 | 215,000.00 | ||
| 0066 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | ||
| 0067 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 30,000.00 | 24,000.00 | ||
| 8000 | EW~ BIT CONC CL 1 BASE PG64-22 | 10092MX | MTON | 0.00 | 142.000 | 0.020 | 546.790 | 546.810 | 67.50 | 1.35 | 36,909.67 |
| 8001 | EW~ BIT CONC CL 1 SURF PG64-22 | 10092MX | MTON | 0.00 | 95.000 | 287.660 | 287.660 | 115.00 | 33,080.90 | ||
| 8002 | TEMPORARY GUARDRAIL | 02397M | M | 0.00 | 180.000 | 179.188 | 179.188 | 40.89 | 7,326.99 | ||
| 8004 | SILT TRAP TYPE A | 02703 | EACH | 0.00 | 12.000 | 9.000 | 9.000 | 225.00 | 2,025.00 | ||
| 8005 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 0.00 | 12.000 | 2.000 | 2.000 | 115.00 | 230.00 | ||
| 8006 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 0.00 | 1,000.000 | 609.093 | 609.093 | 3.25 | 1,979.55 | ||
| 8007 | EW~ REMOVE GAS-FUEL TANK | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 31,959.83 | 31,959.83 | ||
| 8011 | TRAFFIC BOUND BASE | 00020M | MTON | 0.00 | 300.000 | 138.677 | 138.677 | 16.50 | 2,288.17 | ||
| 8015 | CULVERT PIPE-1350 MM | 00471M | M | 0.00 | 76.000 | 76.000 | 76.000 | 164.17 | 12,476.92 | ||
| 8016 | PERFORATED PIPE-200 MM | 01002M | M | 0.00 | 91.500 | 85.342 | 85.342 | 31.59 | 2,695.95 | ||
| 8017 | PERF PIPE HEADWALL TY 1-200 MM | 01022M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | ||
| 8018 | CULVERT PIPE-900 MM | 00468M | M | 0.00 | 30.480 | 30.480 | 30.480 | 291.30 | 8,878.82 | ||
| 8019 | DROP BOX INLET TYPE 2 | 01493 | EACH | 0.00 | 6.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | ||
| 8020 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 66,220.320 | 66,220.320 | 66,220.320 | 1.00 | 66,220.32 | ||
| 8021 | EW~ Drainage Improvement | 10090NX | LS | 0.00 | 1.000 | 0.250 | 0.500 | 0.750 | 366,465.64 | 91,616.41 | 274,849.23 |
| Project | X098011906003 | Fed/State Project Number | APD 119-2 (66) | Category | 0003 BRIDGE | ||||||
| 0068 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 149.00 | 149.000 | 27.000 | 27.000 | 72.00 | 1,944.00 | ||
| 0069 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 1,223.00 | 1,223.000 | 63.932 | 1,102.438 | 1,166.370 | 28.00 | 1,790.09 | 32,658.36 |
| 0070 | MASONRY COATING | 02998M | SQ M | 2,305.00 | 2,305.000 | 2,305.000 | 2,305.000 | 0.01 | 23.05 | ||
| 0071 | CONCRETE-CLASS A | 08100M | CU M | 2,475.00 | 2,355.000 | 2,355.000 | 2,355.000 | 418.00 | 984,390.00 | ||
| 0072 | PILES-STEEL HP360X132 | 08051M | M | 1,321.00 | 1,321.000 | 1,340.939 | 1,340.939 | 112.00 | 150,185.16 | ||
| 0073 | PILE POINTS-14 INCH | 08095 | EACH | 77.00 | 77.000 | 77.000 | 77.000 | 100.00 | 7,700.00 | ||
| 0074 | TEST PILES | 08033M | M | 47.00 | 47.000 | 47.000 | 47.000 | 112.00 | 5,264.00 | ||
| 0075 | STEEL REINF-EPOXY COATED | 08151M | KG | 293,416.00 | 293,416.000 | 308,164.128 | 308,164.128 | 1.37 | 422,184.85 | ||
| 0076 | STEEL REINFORCEMENT | 08150M | KG | 311,090.00 | 311,090.000 | 312,033.257 | 312,033.257 | 1.22 | 380,680.57 | ||
| 0077 | CONCRETE-CLASS AAA | 08105M | CU M | 1,438.00 | 0.000 | 0.000 | 0.000 | 534.00 | 0.00 | ||
| 0078 | FINGER DAM | 07359M02 | M | 25.50 | 25.500 | 25.500 | 25.500 | 6,200.00 | 158,100.00 | ||
| 0079 | FLOWABLE FILL | 02220M | CU M | 453.00 | 453.000 | 336.600 | 336.600 | 126.00 | 42,411.60 | ||
| 0080 | CONCRETE-CLASS B | 02555M | CU M | 261.00 | 261.000 | 261.000 | 261.000 | 200.00 | 52,200.00 | ||
| 0081 | DRAIN PIPE-150 MM | 08820M | M | 32.00 | 32.000 | 30.480 | 30.480 | 196.00 | 5,974.08 | ||
| 0082 | CHAIN LINK FENCE-2.7 M | 08713M | M | 227.00 | 227.000 | 242.015 | 242.015 | 142.00 | 34,366.13 | ||
| 0083 | POT BEARINGS | 07342 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 12,000.00 | 120,000.00 | ||
| 0084 | DRILLED SHAFT-910MM-ROCK | 07343M | M | 87.50 | 128.900 | 128.900 | 128.900 | 760.00 | 97,964.00 | ||
| 0085 | SUBSURFACE EXPLOR BORINGS | 07327 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | ||
| 0086 | STRUCTURAL STEEL | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,850,000.00 | 6,850,000.00 | ||
| 0087 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | ||
| 0088 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 38,000.00 | 38,000.00 | ||
| 8012 | CONCRETE-CLASS AA | 08104M | CU M | 0.00 | 1,558.000 | 1,711.000 | 1,711.000 | 515.00 | 881,165.00 | ||
| 8013 | EW~ STRUCTURAL STEEL WASHERS | 10098NX | DOLL | 0.00 | -30,550.000 | -30,550.000 | -30,550.000 | 1.00 | -30,550.00 | ||
| Project | X098011906003 | Fed/State Project Number | APD 119-2 (66) | Category | 0005 BRIDGE | ||||||
| 0089 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 149.00 | 149.000 | 138.000 | 138.000 | 72.00 | 9,936.00 | ||
| 0090 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 2,694.00 | 2,694.000 | 63.224 | 1,740.306 | 1,803.530 | 28.00 | 1,770.27 | 50,498.84 |
| 0091 | MASONRY COATING | 02998M | SQ M | 2,274.00 | 2,274.000 | 2,274.000 | 2,274.000 | 0.01 | 22.74 | ||
| 0092 | CONCRETE-CLASS A | 08100M | CU M | 2,472.00 | 2,352.000 | 2,352.000 | 2,352.000 | 418.00 | 983,136.00 | ||
| 0093 | PILES-STEEL HP360X132 | 08051M | M | 1,664.00 | 1,664.000 | 1,611.196 | 1,611.196 | 112.00 | 180,453.95 | ||
| 0094 | PILE POINTS-14 INCH | 08095 | EACH | 77.00 | 77.000 | 77.000 | 77.000 | 100.00 | 7,700.00 | ||
| 0095 | TEST PILES | 08033M | M | 60.00 | 60.000 | -0.750 | 61.116 | 60.366 | 112.00 | -84.00 | 6,760.99 |
| 0096 | STEEL REINF-EPOXY COATED | 08151M | KG | 285,018.00 | 285,018.000 | 298,176.860 | 298,176.860 | 1.37 | 408,502.29 | ||
| 0097 | STEEL REINFORCEMENT | 08150M | KG | 311,010.00 | 311,010.000 | 311,953.257 | 311,953.257 | 1.22 | 380,582.97 | ||
| 0098 | CONCRETE-CLASS AAA | 08105M | CU M | 1,414.00 | 0.000 | 0.000 | 0.000 | 534.00 | 0.00 | ||
| 0099 | FINGER DAM | 07359M02 | M | 25.50 | 25.500 | 25.500 | 25.500 | 6,200.00 | 158,100.00 | ||
| 0100 | FLOWABLE FILL | 02220M | CU M | 453.00 | 453.000 | 330.480 | 330.480 | 126.00 | 41,640.48 | ||
| 0101 | CONCRETE-CLASS B | 02555M | CU M | 261.00 | 261.000 | 261.000 | 261.000 | 200.00 | 52,200.00 | ||
| 0102 | DRAIN PIPE-150 MM | 08820M | M | 32.00 | 32.000 | 30.480 | 30.480 | 196.00 | 5,974.08 | ||
| 0103 | CHAIN LINK FENCE-2.7 M | 08713M | M | 232.00 | 232.000 | 229.670 | 229.670 | 142.00 | 32,613.14 | ||
| 0104 | POT BEARINGS | 07342 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 12,000.00 | 120,000.00 | ||
| 0105 | DRILLED SHAFT-910MM-ROCK | 07343M | M | 87.50 | 87.500 | 58.700 | 58.700 | 760.00 | 44,612.00 | ||
| 0106 | SUBSURFACE EXPLOR BORINGS | 07327 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | ||
| 0107 | |||||||||||