|
ContID 030706 EST NO 0038 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 030706 | Estimate Number | 0038 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09316) Catchings, Rachel A. | ||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | MARS ADDR SN 2 | |||||
| PO BOX 308 | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 07/17/2007 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | X121001104001 | ||||||
| Project No. | STPR 5256 (15) | ||||||
| Primary County | BATH | ||||||
| Name of Road | MT. STERLING-FLEMINGSBURG ROAD (KY11) | ||||||
| Description | FROM 1.0 MI SOUTH OF THE BATH-MONTOGMERY COUNTY LINE EXTENDING TO 0.4 MI NORTH OF JUNCTION WITH KY36 | ||||||
| Date Let | 11/14/2003 | Formal Acceptance | |||||
| Date Awarded | 12/05/2003 | Date Work Began | 01/26/2004 | ||||
| Date Contract Executed | 12/15/2003 | Open To Traffic | |||||
| Date NTP Issued | 12/15/2003 | Actual Completion Date | 11/15/2005 | ||||
| Current Contract Amount | $14,601,499.32 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,729,853.07 |
Total Earnings | $13,934,058.98 |
$13,916,826.86 |
$17,232.12 |
|
| Percent Complete | 95.45 |
Stockpiled Materials | $-226.25 |
$-226.25 |
$0.00 |
|
| Funds Available | $664,634.83 |
Gross Earnings | $13,933,832.73 |
$13,916,600.61 |
$0.00 |
|
| Total Change Orders | $1,871,646.25 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,936,864.49 |
$13,839,632.37 |
97,232.12 |
|||
| Contract Id | 030706 | Change Order Summary |
County | BATH | ||||||
| Estimate Nbr | 0038 | Project Number | STPR 5256 (15) | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 07/17/2007 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | (PREVIOUSLY APPROVED) Items For Emb. Benches. | Approved | 03/11/2005 | $541,603.50 | 44.0 | |||||
| 002 | PREVIOUSLY APPROVED Culvert pipe and Steel Price Adjustment | Approved | 03/11/2005 | $8,508.86 | 45.0 | |||||
| 003 | Detours, Pipe Relocation, Rock Underdrain,Sound Barrier Wall | Approved | 08/24/2005 | $157,280.63 | 182.0 | |||||
| 004 | Fuel Adjustment | Approved | 02/08/2006 | $151,725.12 | 0.0 | |||||
| 005 | Transfer of materials quantities from adjacent project | Approved | 05/09/2006 | $119,958.51 | 10.0 | |||||
| 006 | TY 7 ET, Turn Arrows, Fuel & Asph Adj., Milled Rumble Strips | Approved | 10/09/2006 | $426,580.73 | 7.0 | |||||
| 007 | FUEL & ASPHALT ADJUSTMENTS | Approved | 08/24/2007 | $379,751.79 | 0.0 | |||||
| 008 | Lot Pay Adjustment & Trees | Approved | 07/16/2007 | $86,237.11 | 0.0 | |||||
| 009 | Steel Price Adjustment | Pending | 0 | $134,522.33 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUIDATED DAMAGES | 0026 |
$-20,000.00 |
| LIQUIDATED DAMAGES | 0027 |
$-9,600.00 |
| LIQUIDATED DAMAGES | 0028 |
$-12,000.00 |
| LIQUIDATED DAMAGES | 0029 |
$-11,200.00 |
| LIQUIDATED DAMAGES | 0030 |
$-12,000.00 |
| LIQUIDATED DAMAGES | 0031 |
$-11,200.00 |
| LIQUIDATED DAMAGES | 0032 |
$-4,000.00 |
| LIQUIDATED DAMAGES | 0038 |
$80,000.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| X121001104001 | 0007 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 9,065.27 |
$1.00 |
$9,065.27 |
||
| X121001104001 | 0033 | CULVERT PIPE-1500 MM | FABRIC - GEOTEXTILE | 0001 | 7,120.18 |
$2.39 |
$17,017.23 |
||
| X121001104001 | 0007 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0002 | 24,871.23 |
$1.00 |
$24,871.23 |
||
| X121001104001 | 0007 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0016 | -24,871.23 |
$1.00 |
$-24,871.23 |
||
| X121001104001 | 0007 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0016 | -9,065.27 |
$1.00 |
$-9,065.27 |
||
| X121001104001 | 0098 | CONCRETE-CLASS AA | NON-SPEC MATERIAL DEDUCTION | 0017 | 0.00 |
$0.00 |
$-13,985.47 |
||
| Contract Id | 030706 | COMMONWEALTH OF KENTUCKY |
County | BATH | ||||||
| Contract Type | ASGR ASPHALT SURFACE WITH GUARDRAIL | TRANSPORTATION CABINET |
Primary Project Number | X121001104001 | ||||||
| Estimate Nbr | 0038 | Period | 07/17/2007 TO 01/25/2008 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
| Project | X121001104001 | Fed/State Project Number | STPR 5256 (15) | 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 | 02223M | CU M | 110.00 | 110.000 | 110.000 | 110.000 | 25.00 | 2,750.00 | ||
| 0002 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 276.00 | 276.000 | 323.299 | 323.299 | 35.00 | 11,315.46 | ||
| 0003 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 149.00 | 149.000 | 149.000 | 149.000 | 35.00 | 5,215.00 | ||
| 0004 | CONCRETE-CLASS A | 08100M | CU M | 262.80 | 262.800 | 262.800 | 262.800 | 450.00 | 118,260.00 | ||
| 0005 | STEEL REINFORCEMENT | 08150M | KG | 19,000.00 | 19,000.000 | 19,000.000 | 19,000.000 | 0.75 | 14,250.00 | ||
| 0006 | GRANULAR EMBANKMENT | 02223M | CU M | 546.80 | 794.000 | 794.000 | 794.000 | 22.00 | 17,468.00 | ||
| 0007 | EMBANKMENT IN PLACE | 02230M | CU M | 546,165.60 | 546,165.600 | 546,165.438 | 546,165.438 | 4.58 | 2,501,437.70 | ||
| 0008 | CONCRETE-CLASS A | 08100M | CU M | 139.43 | 139.430 | 136.075 | 136.075 | 900.00 | 122,467.50 | ||
| 0009 | STEEL REINFORCEMENT | 08150M | KG | 6,548.60 | 6,548.600 | 6,418.200 | 6,418.200 | 1.50 | 9,627.30 | ||
| 0010 | SETTLEMENT PLATFORM | 02692 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | ||
| 0011 | CYCLOPEAN STONE RIP RAP | 08019M | MTON | 40.00 | 40.000 | 35.540 | 35.540 | 20.00 | 710.80 | ||
| 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 8,756.12 | 8,756.120 | 8,552.990 | 8,552.990 | 29.83 | 255,135.69 | ||
| 0013 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 20.00 | 20.000 | 32.000 | 32.000 | 28.25 | 904.00 | ||
| 0014 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 44.00 | 44.000 | 25.000 | 25.000 | 1,252.20 | 31,305.00 | ||
| 0015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,187.45 | 7,124.70 | ||
| 0016 | REMOVE GUARDRAIL | 02381M | M | 69.55 | 69.550 | 69.550 | 69.550 | 2.41 | 167.61 | ||
| 0017 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 1,852.54 | 18,152.540 | 60,513.925 | 60,513.925 | 0.51 | 30,862.10 | ||
| 0018 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 17,287.81 | 17,287.810 | 31,993.460 | 31,993.460 | 0.48 | 15,356.86 | ||
| 0019 | PAVE STRIPING-PERM PAINT-300MM | 06517M | M | 84.30 | 84.300 | 486.700 | 486.700 | 3.00 | 1,460.10 | ||
| 0020 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 16.00 | 16.000 | 70.000 | 70.000 | 19.50 | 1,365.00 | ||
| 0021 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 808.00 | 808.000 | 658.000 | 658.000 | 19.50 | 12,831.00 | ||
| 0022 | SIGNS | 02562M | SQ M | 63.00 | 63.000 | 27.900 | 27.900 | 75.00 | 2,092.50 | ||
| 0023 | BARRICADE-TYPE III | 02014 | EACH | 37.00 | 37.000 | 15.000 | 15.000 | 125.00 | 1,875.00 | ||
| 0024 | REMOVE PAVEMENT | 02091M | SQ M | 6,776.69 | 6,776.690 | 6,779.430 | 6,779.430 | 2.50 | 16,948.57 | ||
| 0025 | PLUG WATER WELL | 02475 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | ||
| 0026 | SOUND BARRIER WALL | 09243M | SQ M | 3,831.00 | 3,843.190 | 3,843.190 | 3,843.190 | 275.00 | 1,056,877.25 | ||
| 0027 | CULVERT PIPE-450 MM | 00462M | M | 110.80 | 110.800 | 127.100 | 127.100 | 110.00 | 13,981.00 | ||
| 0028 | CULVERT PIPE-600 MM | 00464M | M | 122.20 | 122.200 | 131.350 | 131.350 | 115.00 | 15,105.25 | ||
| 0029 | CULVERT PIPE-750 MM | 00466M | M | 451.40 | 451.400 | 451.400 | 451.400 | 140.00 | 63,196.00 | ||
| 0030 | CULVERT PIPE-900 MM | 00468M | M | 146.00 | 146.000 | 146.000 | 146.000 | 185.00 | 27,010.00 | ||
| 0031 | CULVERT PIPE-1200 MM | 00470M | M | 27.90 | 27.900 | 27.740 | 27.740 | 230.00 | 6,380.20 | ||
| 0032 | CULVERT PIPE-1350 MM | 00471M | M | 94.80 | 94.800 | 94.800 | 94.800 | 275.00 | 26,070.00 | ||
| 0033 | CULVERT PIPE-1500 MM | 00472M | M | 275.50 | 291.000 | 295.200 | 295.200 | 400.00 | 118,080.00 | ||
| 0034 | CULVERT PIPE-1200 MM | 00470M | M | 178.20 | 178.200 | 178.200 | 178.200 | 230.00 | 40,986.00 | ||
| 0035 | CULVERT PIPE-900 MM EQUIV | 00496M | M | 87.30 | 117.000 | 111.700 | 111.700 | 325.00 | 36,302.50 | ||
| 0036 | ENTRANCE PIPE-375 MM | 00440M | M | 276.40 | 276.400 | 332.390 | 332.390 | 75.00 | 24,929.25 | ||
| 0037 | ENTRANCE PIPE-450 MM | 00441M | M | 19.90 | 19.900 | 45.700 | 45.700 | 80.00 | 3,656.00 | ||
| 0038 | ENTRANCE PIPE-600 MM | 00443M | M | 25.80 | 25.800 | 0.000 | 0.000 | 95.00 | 0.00 | ||
| 0039 | ENTRANCE PIPE-750 MM | 00445M | M | 36.50 | 36.500 | 36.500 | 36.500 | 100.00 | 3,650.00 | ||
| 0040 | PERFORATED PIPE-150 MM | 01001M | M | 235.30 | 2,535.300 | 2,701.000 | 2,701.000 | 20.00 | 54,020.00 | ||
| 0041 | NON-PERFORATED PIPE-150 MM | 01011M | M | 85.30 | 85.300 | 469.100 | 469.100 | 20.00 | 9,382.00 | ||
| 0042 | PERF PIPE HEADWALL TY 2-150 MM | 01025M | EACH | 1.00 | 1.000 | 7.000 | 7.000 | 590.00 | 4,130.00 | ||
| 0043 | PERF PIPE HEADWALL TY 3-150 MM | 01029M | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 625.00 | 2,500.00 | ||
| 0044 | PERF PIPE HEADWALL TY 4-150 MM | 01033M | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 595.00 | 3,570.00 | ||
| 0045 | STEEL PIPE-63 MM | 03340M | M | 4.60 | 4.600 | 4.600 | 4.600 | 60.00 | 276.00 | ||
| 0046 | STEEL PIPE-100 MM | 03343M | M | 4.60 | 4.600 | 4.600 | 4.600 | 80.00 | 368.00 | ||
| 0047 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | ||
| 0048 | S & F BOX INLET-OUTLET-450 MM | 01450M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | ||
| 0049 | S & F BOX INLET-OUTLET-600 MM | 01451M | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 2,300.00 | 13,800.00 | ||
| 0050 | S & F BOX INLET-OUTLET-750 MM | 01452M | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,700.00 | 16,200.00 | ||
| 0051 | S & F BOX INLET-OUTLET-900 MM | 01453M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | ||
| 0052 | METAL END SECTION TY 1-375 MM | 01370M | EACH | 22.00 | 22.000 | 20.000 | 20.000 | 525.00 | 10,500.00 | ||
| 0053 | METAL END SECTION TY 1-450 MM | 01371M | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0054 | METAL END SECTION TY 1-600 MM | 01373M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | ||
| 0055 | METAL END SECTION TY 1-750 MM | 01374M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | ||
| 0056 | METAL END SECTION TY 3-900 MM | 01395M | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,350.00 | 9,400.00 | ||
| 0057 | JUNCTION BOX | 01650 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | ||
| 0058 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | ||
| 0059 | SEEDING AND PROTECTION | 05985M | SQ M | 194,864.29 | 194,864.290 | 472,326.440 | 472,326.440 | 0.26 | 122,804.87 | ||
| 0060 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 19,500.00 | 19,500.000 | 66,423.200 | 66,423.200 | 0.17 | 11,291.94 | ||
| 0061 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 128,028.00 | 128,028.000 | 308,498.000 | 308,498.000 | 0.17 | 52,444.66 | ||
| 0062 | TOPDRESSING FERTILIZER | 05966M | MTON | 11.70 | 11.700 | 11.700 | 11.700 | 268.00 | 3,135.60 | ||
| 0063 | EROSION CONTROL BLANKET | 05950M | SQ M | 15,013.93 | 15,013.930 | 17,467.150 | 17,467.150 | 1.29 | 22,532.62 | ||
| 0064 | SILT TRAP TYPE A | 02703 | EACH | 47.00 | 47.000 | 2.000 | 2.000 | 175.00 | 350.00 | ||
| 0065 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 141.00 | 141.000 | 9.000 | 9.000 | 45.00 | 405.00 | ||
| 0066 | SILT CHECK | 02705 | EACH | 430.00 | 430.000 | 233.000 | 233.000 | 125.00 | 29,125.00 | ||
| 0067 | CLEAN SILT CHECK | 02708 | EACH | 1,290.00 | 1,290.000 | 255.000 | 255.000 | 35.00 | 8,925.00 | ||
| 0068 | SEPTIC TANK TREATMENT | 02404 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 0069 | CHANNEL LINING CLASS II | 02483M | MTON | 3,516.30 | 3,516.300 | 3,405.780 | 3,405.780 | 17.50 | 59,601.15 | ||
| 0070 | CHANNEL LINING CLASS III | 02484M | MTON | 7,510.20 | 7,510.200 | 611.060 | 7,556.250 | 8,167.310 | 17.50 | 10,693.55 | 142,927.92 |
| 0071 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 224.00 | 224.000 | 225.000 | 225.000 | 62.20 | 13,995.00 | ||
| 0072 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 56.80 | 56.80 | ||
| 0073 | ISLAND INTEGRAL CURB | 01845M | M | 11.17 | 11.170 | 61.000 | 61.000 | 98.00 | 5,978.00 | ||
| 0074 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 12.00 | 14,505.000 | 5,802.380 | 5,802.380 | 15.00 | 87,035.70 | ||
| 0075 | CRUSHED STONE BASE | 00003M | MTON | 41,260.80 | 42,878.710 | 54,621.720 | 54,621.720 | 19.85 | 1,084,241.14 | ||
| 0076 | D G A BASE | 00001M | MTON | 27,358.50 | 27,358.500 | 59.680 | 15,371.190 | 15,430.870 | 20.55 | 1,226.42 | 317,104.37 |
| 0077 | TRAFFIC BOUND BASE | 00020M | MTON | 2,833.70 | 2,833.700 | 233.460 | 11,503.670 | 11,737.130 | 11.00 | 2,568.06 | 129,108.43 |
| 0078 | ASPHALT CURING SEAL | 00358M | MTON | 160.90 | 160.900 | 41.520 | 41.520 | 425.00 | 17,646.00 | ||
| 0079 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 20.60 | 55.700 | 55.700 | 55.700 | 550.00 | 30,635.00 | ||
| 0080 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 173.00 | 462.000 | 462.000 | 462.000 | 85.00 | 39,270.00 | ||
| 0081 | LIME STABILIZED ROADBED | 00013M | SQ M | 145,817.50 | 145,817.500 | 95,271.140 | 95,271.140 | 1.89 | 180,062.45 | ||
| 0082 | LIME | 00014M | MTON | 2,735.30 | 2,735.300 | 2,090.220 | 2,090.220 | 90.90 | 190,000.99 | ||
| 0083 | SAND FOR BLOTTER | 02702M | MTON | 394.10 | 394.100 | 407.310 | 407.310 | 45.00 | 18,328.95 | ||
| 0084 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | MTON | 5,243.50 | 5,470.860 | 11,322.260 | 11,322.260 | 49.80 | 563,848.54 | ||
| 0085 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | MTON | 39,408.20 | 40,226.710 | 36,133.240 | 36,133.240 | 51.10 | 1,846,408.56 | ||
| 0086 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | MTON | 4,129.80 | 4,220.750 | 4,772.710 | 4,772.710 | 59.75 | 285,169.42 | ||
| 0087 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | MTON | 4,252.00 | 4,361.130 | 6,047.150 | 6,047.150 | 60.70 | 367,062.00 | ||
| 0088 | CLEARING AND GRUBBING BATH CO 50.841 HECTACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | ||
| 0089 | STAKING BATH CO | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | ||
| 0090 | MAINTAIN & CONTROL TRAFFIC BATH CO | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | ||
| 0091 | FOUNDATION PREPARATION NOISE WALL 2 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | ||
| 0092 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | ||
| 0093 | INSPECT & CERTIFY EDGE DRAIN SYSTEM BATH CO | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,100.00 | 0.00 | ||
| 0094 | QUALITY CONTROL BATH CO | 02572 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | ||
| 8000 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 0.00 | 42,766.000 | 25,077.380 | 25,077.380 | 1.63 | 40,876.12 | ||
| 8004 | FENCE-TEMPORARY | 02259M | M | 0.00 | 350.000 | 0.000 | 0.000 | 2.90 | 0.00 | ||
| 8005 | TEMPORARY SILT FENCE | 02701M | M | 0.00 | 3,500.000 | 4,123.340 | 4,123.340 | 7.90 | 32,574.38 | ||
| 8007 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 0.00 | 7,000.000 | 0.000 | 0.000 | 1.74 | 0.00 | ||
| 8009 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 2,308.860 | 2,308.860 | 2,308.860 | 1.00 | 2,308.86 | ||
| 8010 | DIVERSIONS (BY-PASS DETOURS) Detour 201 | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 46,417.50 | 46,417.50 | ||
| 8012 | FABRIC-GEOTEXTILE TYPE IV Fabric for Culvert Pipe | 02599M | SQ M | 0.00 | 9,500.000 | 2,531.400 | 2,531.400 | 2.39 | 6,050.04 | ||
| 8013 | FUEL ADJUSTMENT Fuel Adjustment | 10020NS | DOLL | 0.00 | 436,174.850 | 296,731.710 | 296,731.710 | 1.00 | 296,731.71 | ||
| 8015 | EW~ Materials cost adjustment | 10098NX | DOLL | 0.00 | -3,361.600 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 8016 | TEMPORARY GUARDRAIL | 02397M | M | 0.00 | 500.000 | 1,200.560 | 1,200.560 | 32.00 | 38,417.92 | ||
| 8017 | GUARDRAIL END TREATMENT TYPE 7 Guardrail End Treatment Type 7 | 02371 | EACH | 0.00 | 7.000 | 22.000 | 22.000 | 715.00 | 15,730.00 | ||
| 8018 | PAVE MARK-PAINT ARROWS Temporary Turn Arrows | 20208EC | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 55.00 | 550.00 | ||
| 8019 | ASPHALT ADJUSTMENT Asphalt Adjustment | 10030NS | DOLL | 0.00 | 368,454.150 | 200,019.090 | 200,019.090 | 1.00 | 200,019.09 | ||
| 8020 | MILLED RUMBLE STRIPS Milled Rumble Strips - Bath Co. | 20314MD | M | 0.00 | 14,065.102 | 13,926.900 | 13,926.900 | 0.95 | 13,230.55 | ||
| 8022 | RIDE QUALITY ADJUSTMENT ASPH Rideability Bonus | 10050NS | DOLL | 0.00 | 11,977.000 | 11,977.000 | 11,977.000 | 1.00 | 11,977.00 | ||
| 8024 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 67,242.810 | 67,242.810 | 67,242.810 | 1.00 | 67,242.81 | ||
| Project | X121001104001 | Fed/State Project Number | STPR 5256 (15) | Category | 0002 MOB / DEMOB | ||||||
| 0211 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 149,318.41 | 0.00 | ||
| 0216 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | ||
| Project | X121001104001 | Fed/State Project Number | STPR 5256 (15) | Category | 0003 BRIDGE | ||||||
| 0095 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 78.00 | 78.000 | 78.000 | 78.000 | 25.00 | 1,950.00 | ||
| 0096 | MASONRY COATING | 02998M | SQ M | 454.00 | 454.000 | 454.000 | 454.000 | 16.00 | 7,264.00 | ||
| 0097 | CONCRETE-CLASS A | 08100M | CU M | 180.90 | 180.900 | 180.900 | 180.900 | 450.00 | 81,405.00 | ||
| 0098 | CONCRETE-CLASS AA | 08104M | CU M | 350.50 | 350.500 | 350.500 | 350.500 | 500.00 | 175,250.00 | ||
| 0099 | CYCLOPEAN STONE RIP RAP | 08019M | MTON | 2,210.00 | 2,210.000 | 1,576.770 | 1,576.770 | 18.00 | 28,381.86 | ||
| 0100 | PILES-STEEL HP310X79 | 08046M | |||||||||