|
Report_Id: 010602 Est NO 0008 |
Date:07/12/2007 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 010602 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04313) Hornbeck, Josh | ||||||
| Contractor | CERTIFIED CONSTRUCTION CO INC | ADDR SN 1 VC Code VC0000110115 | |||||
| P O BOX 876 | |||||||
| RADCLIFFE , KY , 40159-0876 | |||||||
| Pay Period | 12/15/2006 TO 06/30/2007 | ||||||
| Date Approved | 07/11/2007 | ||||||
| Primary Proj Number | X082006005001 | ||||||
| Project No. | STPR 60-3 (68) | ||||||
| Primary County | MEADE | ||||||
| Name of Road | IRVINGTON-MULDRAUGH ROAD (US6) | ||||||
| Description | RECONSTRUCT FROM KY144 TO KY1882 | ||||||
| Date Let | 07/27/2001 | Formal Acceptance | 01/13/2006 | ||||
| Date Awarded | 08/03/2001 | Date Work Began | 09/04/2001 | ||||
| Date Contract Executed | 08/28/2001 | Open To Traffic | 06/22/2004 | ||||
| Date NTP Issued | 08/28/2001 | Actual Completion Date | 06/17/2005 | ||||
| Current Contract Amount | $5,570,517.63 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,416,000.00 |
Total Earnings | $5,495,295.30 |
$5,456,168.87 |
$39,126.43 |
|
| Percent Complete | 99.63 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $20,412.63 |
Gross Earnings | $5,495,295.30 |
$5,456,168.87 |
$39,126.43 |
|
| Total Change Orders | $154,517.63 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,550,105.00 |
$5,510,978.57 |
$39,126.43 |
|||
| Contract Id | 010602 | Change Order Summary |
County | MEADE | ||||||
| Estimate Nbr | 0008 | Project Number | STPR 60-3 (68) | |||||||
| Contractor | CERTIFIED CONSTRUCTION CO INC | Period | 12/15/2006 TO 06/30/2007 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Temporary mulch, rumble strips, drainage boxes, plug wells | Approved | 03/11/2005 | $40,190.50 | 0.0 | |||||
| 002 | Signal Installation, emankment in place | Approved | 03/11/2005 | $64,045.24 | 0.0 | |||||
| 003 | Steel Price Adjustment | Approved | 12/06/2006 | $37,781.89 | 0.0 | |||||
| 004 | Asphalt Adjustment | Approved | 02/14/2007 | $12,500.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUDATED DAMAGES | 0001 |
$-22,800.00 |
| LIQUIDATED DAMAGES | 0002 |
$-27,200.00 |
| LIQUIDATED DAMAGES | 0003 |
$-5,600.00 |
| LIQUIDATED DAMAGES | 0007 |
$15,600.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| X082006005001 | 0002 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 278.83 |
$1.00 |
$278.83 |
||
| X082006005001 | 0025 | CULVERT PIPE-30 INCH | FABRIC - GEOTEXTILE | 0001 | 6,361.93 |
$2.00 |
$12,723.88 |
||
| X082006005001 | 0058 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 388.10 |
$1.00 |
$388.10 |
||
| X082006005001 | 0063 | CL3 ASPH BASE 0.75D PG64-22 | NON-SPEC MATERIAL DEDUCTION | 0001 | -3,414.82 |
$1.00 |
$-3,414.82 |
||
| X082006005001 | 0063 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 3,032.23 |
$1.00 |
$3,032.23 |
||
| X082006005001 | 0063 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 741.52 |
$1.00 |
$741.52 |
||
| X082006005001 | 0064 | CL2 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 763.73 |
$1.00 |
$763.73 |
||
| X082006005001 | 0064 | CL2 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 218.14 |
$1.00 |
$218.14 |
||
| X082006005001 | 0002 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0006 | 0.00 |
$0.00 |
$37,511.08 |
||
| X082006005001 | 0063 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0006 | 0.00 |
$0.00 |
$42,567.01 |
||
| Contract Id | 010602 | COMMONWEALTH OF KENTUCKY |
County | MEADE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | X082006005001 | ||||||
| Estimate Nbr | 0008 | Period | 12/15/2006 TO 06/30/2007 | |||||||
| Contractor | CERTIFIED CONSTRUCTION CO INC | |||||||||
| Project | X082006005001 | Fed/State Project Number | STPR 60-3 (68) | 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 | GRANULAR EMBANKMENT | 02223 | CUYD | 10,670.00 | 10,670.000 | 16,703.246 | 16,703.246 | 16.00 | 267,251.93 | ||
| 0002 | EMBANKMENT IN PLACE | 02230 | CUYD | 295,044.00 | 301,344.000 | 315,611.250 | 315,611.250 | 2.30 | 725,905.87 | ||
| 0003 | WATER | 02242 | MGAL | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0004 | CONCRETE-CLASS A ROADWAY | 08100 | CUYD | 17.97 | 17.970 | 16.110 | 16.110 | 500.00 | 8,055.00 | ||
| 0005 | CONCRETE-CLASS B ROADWAY | 02555 | CUYD | 9.60 | 9.600 | 1.600 | 1.600 | 200.00 | 320.00 | ||
| 0006 | STEEL REINFORCEMENT | 08150 | LB | 1,795.00 | 1,795.000 | 604.000 | 604.000 | 1.00 | 604.00 | ||
| 0007 | SAFELOADING | 02690 | CUYD | 22.00 | 22.000 | 41.400 | 41.400 | 150.00 | 6,210.00 | ||
| 0008 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,825.00 | 3,825.000 | 3,742.500 | 3,742.500 | 9.50 | 35,553.75 | ||
| 0009 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 50.00 | 500.00 | ||
| 0010 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 1,500.00 | 15,000.00 | ||
| 0011 | TEMPORARY GUARDRAIL | 02397 | LF | 450.00 | 450.000 | 0.000 | 0.000 | 7.00 | 0.00 | ||
| 0012 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 43,860.00 | 43,860.000 | 100,129.000 | 100,129.000 | 0.12 | 12,015.48 | ||
| 0013 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 43,170.00 | 43,170.000 | 89,063.000 | 89,063.000 | 0.15 | 13,359.45 | ||
| 0014 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,760.00 | 1,760.000 | 2,805.000 | 2,805.000 | 0.85 | 2,384.25 | ||
| 0015 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 9,520.00 | 9,520.000 | 15,213.000 | 15,213.000 | 0.85 | 12,931.05 | ||
| 0016 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 682.00 | 682.000 | 1,022.000 | 1,022.000 | 5.00 | 5,110.00 | ||
| 0017 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 84.00 | 84.000 | 57.000 | 57.000 | 35.00 | 1,995.00 | ||
| 0018 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 627.00 | 627.000 | 667.000 | 667.000 | 35.00 | 23,345.00 | ||
| 0019 | SIGNS | 02562 | SQFT | 2,856.00 | 2,856.000 | 1,543.000 | 1,543.000 | 4.00 | 6,172.00 | ||
| 0020 | LANE CLOSURE | 02653 | EACH | 15.00 | 15.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | ||
| 0021 | REMOVE PAVEMENT | 02091 | SQYD | 4,485.00 | 4,485.000 | 4,679.000 | 4,679.000 | 0.50 | 2,339.50 | ||
| 0022 | CLEAN SINKHOLE | 02469 | EACH | 30.00 | 30.000 | 32.000 | 32.000 | 750.00 | 24,000.00 | ||
| 0023 | CULVERT PIPE-18 INCH | 00462 | LF | 2,222.00 | 2,222.000 | 2,254.500 | 2,254.500 | 25.00 | 56,362.50 | ||
| 0024 | CULVERT PIPE-24 INCH | 00464 | LF | 696.00 | 696.000 | 716.000 | 716.000 | 30.00 | 21,480.00 | ||
| 0025 | CULVERT PIPE-30 INCH | 00466 | LF | 190.00 | 190.000 | 243.000 | 243.000 | 40.00 | 9,720.00 | ||
| 0026 | STORM SEWER PIPE-18 INCH | 00522 | LF | 686.00 | 686.000 | 686.000 | 686.000 | 25.00 | 17,150.00 | ||
| 0027 | STORM SEWER PIPE-24 INCH | 00524 | LF | 425.00 | 425.000 | 422.000 | 422.000 | 30.00 | 12,660.00 | ||
| 0028 | ENTRANCE PIPE-15 INCH | 00440 | LF | 814.00 | 814.000 | 839.000 | 839.000 | 20.00 | 16,780.00 | ||
| 0029 | ENTRANCE PIPE-18 INCH | 00441 | LF | 321.00 | 321.000 | 287.000 | 287.000 | 25.00 | 7,175.00 | ||
| 0030 | ENTRANCE PIPE-24 INCH | 00443 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 30.00 | 1,020.00 | ||
| 0031 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | ||
| 0032 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | ||
| 0033 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,700.00 | 8,500.00 | ||
| 0034 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 41.00 | 41.000 | 36.000 | 36.000 | 2,000.00 | 72,000.00 | ||
| 0035 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 2,250.00 | 24,750.00 | ||
| 0036 | JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,750.00 | 5,250.00 | ||
| 0037 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | ||
| 0038 | SEEDING AND PROTECTION | 05985 | SQYD | 543,000.00 | 543,000.000 | 511,135.904 | 511,135.904 | 0.24 | 122,672.61 | ||
| 0039 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 54,300.00 | 54,300.000 | 27,810.417 | 27,810.417 | 0.20 | 5,562.08 | ||
| 0040 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 24,000.00 | 24,000.000 | 19,714.575 | 19,714.575 | 0.30 | 5,914.37 | ||
| 0041 | TOPDRESSING FERTILIZER | 05966 | TON | 27.00 | 27.000 | 17.741 | 17.741 | 300.00 | 5,322.30 | ||
| 0042 | EROSION CONTROL BLANKET | 05950 | SQYD | 36,182.00 | 36,182.000 | 20,894.704 | 20,894.704 | 1.25 | 26,118.38 | ||
| 0043 | SILT TRAP TYPE A | 02703 | EACH | 223.00 | 223.000 | 59.000 | 59.000 | 250.00 | 14,750.00 | ||
| 0044 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 669.00 | 669.000 | 50.000 | 50.000 | 25.00 | 1,250.00 | ||
| 0045 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | ||
| 0046 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 18.00 | 18.000 | 5.000 | 5.000 | 25.00 | 125.00 | ||
| 0047 | SILT CHECK | 02705 | EACH | 164.00 | 164.000 | 141.000 | 141.000 | 85.00 | 11,985.00 | ||
| 0048 | CLEAN SILT CHECK | 02708 | EACH | 492.00 | 492.000 | 42.000 | 42.000 | 10.00 | 420.00 | ||
| 0049 | TEMPORARY SILT FENCE | 02701 | LF | 15,043.00 | 15,043.000 | 10,910.000 | 10,910.000 | 1.50 | 16,365.00 | ||
| 0050 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 45,129.00 | 45,129.000 | 3,661.000 | 3,661.000 | 0.10 | 366.10 | ||
| 0051 | CHANNEL LINING CLASS II | 02483 | TON | 5,004.00 | 5,004.000 | 4,934.470 | 4,934.470 | 13.00 | 64,148.11 | ||
| 0052 | CHANNEL LINING CLASS III | 02484 | TON | 1,389.00 | 1,389.000 | 1,208.930 | 1,208.930 | 15.00 | 18,133.95 | ||
| 0053 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 34,896.00 | 34,896.000 | 23,899.693 | 23,899.693 | 0.90 | 21,509.72 | ||
| 0054 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 77.00 | 77.000 | 74.000 | 74.000 | 50.00 | 3,700.00 | ||
| 0055 | FENCE-WOVEN WIRE | 02261 | LF | 38,803.00 | 38,803.000 | 37,702.000 | 37,702.000 | 3.00 | 113,106.00 | ||
| 0056 | STANDARD CURB AND GUTTER | 01810 | LF | 677.01 | 677.010 | 677.000 | 677.000 | 15.00 | 10,155.00 | ||
| 0057 | JPC PAVEMENT-6 INCH | 02075 | SQYD | 208.00 | 208.000 | 310.868 | 310.868 | 45.00 | 13,989.06 | ||
| 0058 | CRUSHED STONE BASE | 00003 | TON | 90,624.00 | 90,624.000 | 87,334.310 | 87,334.310 | 8.80 | 768,541.92 | ||
| 0059 | TRAFFIC BOUND BASE | 00020 | TON | 600.00 | 600.000 | 1,205.320 | 1,205.320 | 11.20 | 13,499.58 | ||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 86.00 | 86.000 | 151.170 | 151.170 | 35.00 | 5,290.95 | ||
| 0061 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 51.00 | 51.000 | 49.710 | 49.710 | 250.00 | 12,427.50 | ||
| 0062 | ASPHALT SEAL AGGREGATE | 00100 | TON | 423.00 | 423.000 | 575.570 | 575.570 | 32.00 | 18,418.24 | ||
| 0063 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 46,721.00 | 46,721.000 | 45,880.770 | 45,880.770 | 26.72 | 1,225,934.17 | ||
| 0064 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 16,304.00 | 16,304.000 | 17,240.140 | 17,240.140 | 26.72 | 460,656.54 | ||
| 0065 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 8,285.00 | 8,285.000 | 8,448.000 | 8,448.000 | 30.96 | 261,550.08 | ||
| 0066 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 5,269.00 | 5,269.000 | 5,012.680 | 5,012.680 | 30.96 | 155,192.57 | ||
| 0067 | CLEARING AND GRUBBING 153 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | ||
| 0068 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | ||
| 0069 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | ||
| 0070 | DIVERSIONS (BY-PASS DETOURS) 1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,000.00 | 22,000.00 | ||
| 0071 | DIVERSIONS (BY-PASS DETOURS) 2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | ||
| 0072 | DIVERSIONS (BY-PASS DETOURS) 3 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | ||
| 0073 | DIVERSIONS (BY-PASS DETOURS) 4 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | ||
| 0074 | DIVERSIONS (BY-PASS DETOURS) 5 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0075 | DIVERSIONS (BY-PASS DETOURS) 6 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 43,000.00 | 43,000.00 | ||
| 0076 | DIVERSIONS (BY-PASS DETOURS) 7 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | ||
| 0077 | DIVERSIONS (BY-PASS DETOURS) 8 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | ||
| 0078 | DIVERSIONS (BY-PASS DETOURS) 9 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,500.00 | 11,500.00 | ||
| 0079 | DIVERSIONS (BY-PASS DETOURS) 10 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,900.00 | 23,900.00 | ||
| 8000 | TEMPORARY MULCH | 05952 | SQYD | 0.00 | 120,000.000 | 97,978.329 | 97,978.329 | 0.15 | 14,696.74 | ||
| 8001 | RUMBLE STRIPS TYPE 2 | 02694 | LF | 0.00 | 37.600 | 37.600 | 37.600 | 81.00 | 3,045.60 | ||
| 8002 | JUNCTION BOX | 01650 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | ||
| 8003 | DROP BOX INLET TYPE 11 | 01544 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | ||
| 8004 | PLUG WATER WELL | 02475 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 2,774.15 | 16,644.90 | ||
| 8005 | CONDUIT-1 1/4 INCH | 04793 | LF | 0.00 | 1,020.000 | 965.000 | 965.000 | 3.38 | 3,261.70 | ||
| 8006 | CONDUIT-2 INCH | 04795 | LF | 0.00 | 80.000 | 40.000 | 40.000 | 7.88 | 315.20 | ||
| 8007 | JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 565.00 | 4,520.00 | ||
| 8008 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 1,040.000 | 952.000 | 952.000 | 3.94 | 3,750.88 | ||
| 8009 | LOOP WIRE | 04830 | LF | 0.00 | 2,080.000 | 2,163.000 | 2,163.000 | 0.55 | 1,189.65 | ||
| 8010 | CABLE-NO. 14/5C | 04844 | LF | 0.00 | 660.000 | 717.000 | 717.000 | 1.35 | 967.95 | ||
| 8011 | CABLE-NO. 14/1 PAIR | 04850 | LF | 0.00 | 3,440.000 | 3,100.000 | 3,100.000 | 1.23 | 3,813.00 | ||
| 8012 | MESSENGER-10800 LB | 04885 | LF | 0.00 | 425.000 | 405.000 | 405.000 | 3.67 | 1,486.35 | ||
| 8013 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 850.000 | 863.000 | 863.000 | 7.88 | 6,800.44 | ||
| 8014 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 410.00 | 3,280.00 | ||
| 8015 | SIGNAL CONTROLLER-TYPE 170 | 04920 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,810.00 | 2,810.00 | ||
| 8016 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 3,175.00 | 12,700.00 | ||
| 8017 | PLUG WATER WELL | 02475 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,129.75 | 3,129.75 | ||
| 8018 | EW~ Relocate Utility Pole | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 415.94 | 415.94 | ||
| 8019 | STEEL PRICE ADJUSTMENT Steel Price Adjustment | 10100NS | DOLL | 0.00 | 12,281.890 | 12,281.890 | 12,281.890 | 1.00 | 12,281.89 | ||
| 8020 | EW~ construct entrance | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | ||
| 8022 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 29,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| Project | X082006005001 | Fed/State Project Number | STPR 60-3 (68) | Category | 0003 GASLINE | ||||||
| 0080 | INSTALL PIPE 8 IN STEEL | 09218E01 | LF | 1,755.00 | 1,755.000 | 1,725.900 | 1,725.900 | 26.26 | 45,322.13 | ||
| 0081 | INSTALL FITTING MUELLER STOPPER FITTING | 9471EX | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,708.00 | 26,832.00 | ||
| 0082 | INSTALL FITTING 90 DEGREE | 9471EX | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 355.00 | 2,485.00 | ||
| 0083 | INSTALL FITTING 45 DEGREE | 9471EX | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 355.00 | 2,130.00 | ||
| 0084 | INSTALL FITTING 22.5 DEGREE | 9471EX | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 355.00 | 355.00 | ||
| 0085 | INSTALL FITTING 11.25 DEGREE | 9471EX | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 355.00 | 0.00 | ||
| 0086 | INSTALL VALVE | 09472E01 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 566.00 | 566.00 | ||
| 0087 | INSTALL MARKER | 93312N | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 200.00 | 400.00 | ||
| 0088 | SAW PAVEMENT | 90252EC | LF | 15.00 | 15.000 | 0.000 | 0.000 | 3.00 | 0.00 | ||
| 0089 | PAVEMENT RESTORATION ASPHALT | 90522EC | LF | 15.00 | 15.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0090 | CRUSHED STONE BASE FOR PIPE BEDDING | 00003 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 0091 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 1,600.00 | 1,600.000 | 661.000 | 661.000 | 1.00 | 661.00 | ||
| 8021 | BORE & JACK bore & jack pipe | 92462EC | LF | 0.00 | 48.000 | 48.000 | 48.000 | 143.75 | 6,900.00 | ||
| Project | X082006005001 | Fed/State Project Number | STPR 60-3 (68) | Category | 0005 MOB / DEMOB | ||||||
| 0092 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 120,890.46 | 120,890.46 | ||
| 0093 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.250 | 0.750 | 78,252.85 | 39,126.42 | 58,689.63 |
| SUBTOT | $39,126.42 |
$5,495,295.28 |
|||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
|||||
0055-1-0I |
woven wire r/w fence | FT |
38,803.00 | 0001 | $1.24820 | $46,016.48 | |||||
0055-1-0A |
woven wire r/w fence | FT |
21,374.00 | 0001 | $1.248200 | $-25,347.43 | |||||