|
Report_Id: 191245 Est NO 0058 |
Date:05/13/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191245 | Estimate Number | 0058 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Hoffman, David | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 03/26/2022 TO 04/08/2022 | ||||||
| Date Approved | 04/18/2022 | ||||||
| Primary Proj Number | DE06300751945 | ||||||
| Project No. | NHPP IM 0752 (059) | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | I-75 (LAUREL COUNTY) | ||||||
| Description | IMPROVE I-75 FROM KY 80 AT LONDON TO SOUTH OF THE KY 909 UND ERPASS | ||||||
| Date Let | 10/25/2019 | Formal Acceptance | |||||
| Date Awarded | 10/29/2019 | Date Work Began | 11/04/2019 | ||||
| Date Contract Executed | 10/31/2019 | Open To Traffic | |||||
| Date NTP Issued | 10/31/2019 | Actual Completion Date | |||||
| Current Contract Amount | $67,534,303.45 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $67,438,800.84 |
Total Earnings | $56,490,319.04 |
$56,409,855.67 |
$80,463.37 |
|
| Percent Complete | 83.65 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $11,043,984.42 |
Gross Earnings | $56,490,319.03 |
$56,409,855.66 |
$80,463.37 |
|
| Total Change Orders | $95,502.61 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $56,490,319.03 |
$56,409,855.66 |
$80,463.37 |
|||
| Contract Id | 191245 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0058 | Project Number | NHPP IM 0752 (059) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 03/26/2022 TO 04/08/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage Override | Approved | 11/12/2019 | $0.01 | 0.0 | |||||
| 002 | Traffic Control Change and Safety Improvements | Approved | 08/09/2021 | $95,502.60 | 2.0 | |||||
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 | 191245 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE06300751945 | ||||||
| Estimate Nbr | 0058 | Period | 03/26/2022 TO 04/08/2022 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | ||||||||
| 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 | |
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 93,856.00 | 93,856.000 | 106,000.070 | 106,000.070 | 21.00 | 2,226,001.47 | |||
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 77,836.00 | 77,836.000 | 83,557.740 | 83,557.740 | 48.00 | 4,010,771.52 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 500.00 | 500.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 817.00 | 817.000 | 257.480 | 257.480 | 80.00 | 20,598.40 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 98.00 | 98.000 | 26.210 | 26.210 | 900.00 | 23,589.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 60,905.00 | 60,905.000 | 67,618.120 | 67,618.120 | 75.00 | 5,071,359.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,219.00 | 4,219.000 | 4,791.590 | 4,791.590 | 65.00 | 311,453.35 | |||
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 57,113.00 | 57,113.000 | 52,309.210 | 52,309.210 | 65.00 | 3,400,098.65 | |||
| 0045 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 23,303.00 | 23,303.000 | 24,619.640 | 24,619.640 | 60.00 | 1,477,178.40 | |||
| 0050 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 48,220.00 | 48,220.000 | 49,636.370 | 49,636.370 | 65.00 | 3,226,364.05 | |||
| 0055 | CL2 ASPH SURF 0.38D PG64-22 (REVISED: 10-23-19) | 00301 | TON | 4,174.00 | 4,174.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0060 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 16,729.00 | 16,729.000 | 3,845.070 | 3,845.070 | 78.00 | 299,915.46 | |||
| 0065 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 26,141.00 | 26,141.000 | 0.000 | 0.000 | 104.00 | 0.00 | |||
| 0070 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 560.00 | 560.000 | 558.690 | 558.690 | 700.00 | 391,083.00 | |||
| 0075 | ASPHALT CURING SEAL | 00358 | TON | 188.00 | 188.000 | 161.465 | 161.465 | 700.00 | 113,025.50 | |||
| 0080 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 23,033.00 | 23,033.000 | 835.540 | 31,732.280 | 32,567.820 | 15.50 | 12,950.87 | 504,801.21 | |
| 0085 | SAND FOR BLOTTER | 02702 | TON | 587.00 | 587.000 | 580.933 | 580.933 | 65.00 | 37,760.64 | |||
| 0090 | CL3 ASPH BASE CK PG64-22 | 24904EC | TON | 57,314.00 | 57,314.000 | 53,442.260 | 53,442.260 | 63.00 | 3,366,862.38 | |||
| 0095 | CL4 ASPH BASE CK PG64-22 | 24905EC | TON | 61,234.00 | 61,234.000 | 58,957.740 | 58,957.740 | 63.00 | 3,714,337.62 | |||
| 8000 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8023 | MAINTAIN & CONTROL TRAFFIC Extend Pavement | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 62,613.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0002 ROADWAY | |||||||
| 0100 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 824.00 | 824.000 | 7,259.570 | 7,259.570 | 35.00 | 254,084.95 | |||
| 0105 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 15,000.00 | 7,500.00 | |||
| 0110 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,530.00 | 0.00 | |||
| 0115 | CAP DROP BOX INLET | 01584 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 0120 | REMOVE DROP BOX INLET | 01585 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,035.00 | 0.00 | |||
| 0125 | FLUME INLET TYPE 1 | 01690 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0130 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 2,141.00 | 2,141.000 | 1,186.000 | 1,186.000 | 32.00 | 37,952.00 | |||
| 0135 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 1,745.00 | 1,745.000 | 394.000 | 394.000 | 6.00 | 2,364.00 | |||
| 0140 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 1,650.00 | 1,650.000 | 803.000 | 803.000 | 9.82 | 7,885.46 | |||
| 0145 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 2,450.00 | 2,450.000 | 4,551.000 | 4,551.000 | 9.82 | 44,690.82 | |||
| 0150 | REMOVE TEMP CONC BARRIER WALL | 02002 | LF | 962.00 | 962.000 | 962.000 | 962.000 | 10.00 | 9,620.00 | |||
| 0155 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 84,380.00 | 84,380.000 | 89,895.000 | 89,895.000 | 4.00 | 359,580.00 | |||
| 0160 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0165 | TEMP DITCH | 02159 | LF | 19,370.00 | 19,370.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0170 | CLEAN TEMP DITCH | 02160 | LF | 9,685.00 | 9,685.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0175 | ROADWAY EXCAVATION | 02200 | CUYD | 149,711.00 | 149,711.000 | 146,580.190 | 146,580.190 | 14.62 | 2,143,002.37 | |||
| 0180 | GRANULAR EMBANKMENT | 02223 | CUYD | 18,000.00 | 18,000.000 | 2,704.600 | 2,704.600 | 28.00 | 75,728.80 | |||
| 0185 | DITCHING | 02237 | LF | 24,925.00 | 24,925.000 | 17,423.000 | 17,423.000 | 1.50 | 26,134.50 | |||
| 0190 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 75.00 | 75.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0195 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 1,268.00 | 1,268.000 | 9,618.000 | 9,618.000 | 5.20 | 50,013.60 | |||
| 0200 | REMOVE FENCE | 02265 | LF | 1,869.00 | 1,869.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0205 | REMOVE & REPLACE FENCE | 02268 | LF | 71,741.00 | 71,741.000 | 10,286.000 | 10,286.000 | 7.50 | 77,145.00 | |||
| 0210 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 30,850.00 | 30,850.000 | 30,205.000 | 30,205.000 | 15.80 | 477,239.00 | |||
| 0215 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 45.00 | 225.00 | |||
| 0220 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 2,400.00 | 24,000.00 | |||
| 0225 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 15.000 | 15.000 | 2,200.00 | 33,000.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 29.00 | 29.000 | 26.000 | 26.000 | 600.00 | 15,600.00 | |||
| 0235 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 0240 | REMOVE GUARDRAIL | 02381 | LF | 33,459.00 | 33,459.000 | 34,246.500 | 34,246.500 | 1.60 | 54,794.40 | |||
| 0245 | REMOVE & RESET GUARDRAIL | 02383 | LF | 2,700.00 | 3,500.000 | 800.000 | 800.000 | 6.00 | 4,800.00 | |||
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 10.000 | 18.000 | 18.000 | 350.00 | 6,300.00 | |||
| 0255 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 21.00 | 21.000 | 23.000 | 23.000 | 1,875.00 | 43,125.00 | |||
| 0260 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0265 | CHANNEL LINING CLASS II | 02483 | TON | 1,181.00 | 1,181.000 | 1,026.410 | 1,026.410 | 35.00 | 35,924.35 | |||
| 0270 | CHANNEL LINING CLASS III | 02484 | TON | 4,420.00 | 4,420.000 | 3,452.230 | 3,452.230 | 38.00 | 131,184.74 | |||
| 0275 | CLEARING AND GRUBBING (APPROXIMATELY 72.5 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 170,000.00 | 119,000.00 | |||
| 0280 | CONCRETE-CLASS B | 02555 | CUYD | 15.20 | 15.200 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0285 | TEMPORARY SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 1,068.000 | 1,068.000 | 9.54 | 10,188.72 | |||
| 0290 | EDGE KEY | 02585 | LF | 310.00 | 310.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0295 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 27,262.00 | 27,262.000 | 24,989.166 | 24,989.166 | 1.50 | 37,483.74 | |||
| 0300 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 7,000.00 | 7,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0305 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 1,335,280.00 | 934,696.00 | |||
| 0310 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0315 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 0320 | SAFELOADING | 02690 | CUYD | 27.50 | 27.500 | 15.000 | 15.000 | 325.00 | 4,875.00 | |||
| 0325 | SHOULDER RUMBLE STRIPS | 02696 | LF | 106,193.00 | 106,193.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0330 | TEMP SILT FENCE | 02701 | LF | 19,370.00 | 19,370.000 | 200.000 | 200.000 | 3.00 | 600.00 | |||
| 0335 | SILT TRAP TYPE A | 02703 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0340 | SILT TRAP TYPE B | 02704 | EACH | 33.00 | 33.000 | 83.000 | 83.000 | 50.00 | 4,150.00 | |||
| 0345 | SILT TRAP TYPE C | 02705 | EACH | 33.00 | 33.000 | 56.000 | 56.000 | 50.00 | 2,800.00 | |||
| 0350 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0355 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0365 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 143,500.00 | 100,450.00 | |||
| 0370 | REMOVE STRUCTURE (EXISTING 3-SPAN BRIDGE: I-75 OVER KY 20 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 0375 | REMOVE STRUCTURE (EXISTING 3-SPAN BRIDGE: I-75 OVER KY 20 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 110,000.00 | 0.00 | |||
| 0380 | REMOVE STRUCTURE (EXISTING 3-SPAN BRIDGE: I-75 OVER WOOD | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 0385 | REMOVE STRUCTURE (EXISTING 3-SPAN BRIDGE: I-75 OVER WOOD | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 0390 | REMOVE STRUCTURE (EXISTING 4-SPAN BRIDGE: US 25 OVER I-75 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 195,000.00 | 195,000.00 | |||
| 0395 | REMOVE STRUCTURE (EXISTING 4-SPAN BRIDGE: US 25 OVER I-75 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 145,000.00 | 145,000.00 | |||
| 0400 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0405 | RELOCATE CRASH CUSHION | 02898 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 0410 | TUBULAR MARKERS | 03225 | EACH | 600.00 | 600.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0415 | EROSION CONTROL BLANKET | 05950 | SQYD | 37,043.00 | 37,043.000 | 53,344.958 | 53,344.958 | 1.15 | 61,346.70 | |||
| 0420 | TEMP MULCH | 05952 | SQYD | 103,511.00 | 103,511.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0425 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 77,633.00 | 77,633.000 | 5,927.778 | 5,927.778 | 0.15 | 889.16 | |||
| 0430 | INITIAL FERTILIZER | 05963 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| 0435 | MAINTENANCE FERTILIZER | 05964 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0440 | SEEDING AND PROTECTION | 05985 | SQYD | 120,798.00 | 120,798.000 | 56,428.863 | 56,428.863 | 0.34 | 19,185.81 | |||
| 0445 | AGRICULTURAL LIMESTONE | 05992 | TON | 96.00 | 96.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0450 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 565.00 | 565.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0455 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 24,560.00 | 24,560.000 | 33,847.000 | 33,847.000 | 0.20 | 6,769.40 | |||
| 0460 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 846,000.00 | 846,000.000 | 995,742.000 | 995,742.000 | 0.20 | 199,148.40 | |||
| 0465 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 30,000.00 | 30,000.000 | 764.000 | 764.000 | 0.40 | 305.60 | |||
| 0470 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,870.00 | 1,870.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0475 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0480 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 11,200.00 | 11,200.000 | 350.000 | 350.000 | 1.80 | 630.00 | |||
| 0485 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 12,500.00 | 12,500.000 | 280.000 | 280.000 | 1.80 | 504.00 | |||
| 0490 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 1,484.00 | 1,484.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0495 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 1,484.00 | 1,484.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0500 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 816.00 | 816.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0505 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 544.00 | 544.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0510 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 3,204.00 | 3,204.000 | 1,236.000 | 1,236.000 | 4.00 | 4,944.00 | |||
| 0515 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,507.00 | 1,507.000 | 552.000 | 552.000 | 0.01 | 5.52 | |||
| 0520 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 10.00 | 10.000 | 21.000 | 21.000 | 5,000.00 | 105,000.00 | |||
| 0525 | FUEL ADJUSTMENT | 10020NS | DOLL | 754,809.00 | 754,809.000 | -453,744.140 | -453,744.140 | 1.00 | -453,744.14 | |||
| 0530 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 1,394,171.00 | 1,394,171.000 | -682,798.710 | -682,798.710 | 1.00 | -682,798.71 | |||
| 0535 | S CIPP LINER 18 INCH | 15125 | LF | 97.00 | 97.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0540 | JOINT ADHESIVE | 20071EC | LF | 213,754.00 | 213,754.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0545 | OBJECT MARKER TY 3 | 20191ED | EACH | 29.00 | 29.000 | 17.000 | 17.000 | 120.00 | 2,040.00 | |||
| 0550 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 900.00 | 2,700.00 | |||
| 0555 | TEMP CONC MED BARRIER | 20471ES509 | LF | 74,380.00 | 74,380.000 | 78,381.000 | 78,381.000 | 20.00 | 1,567,620.00 | |||
| 0560 | CONC MEDIAN BARRIER TYPE 12C(50) | 21430ES508 | LF | 35,676.00 | 35,676.000 | 367.500 | 35,017.501 | 35,385.001 | 95.00 | 34,912.50 | 3,361,575.09 | |
| 0565 | FLUME INLET TY 2-MOD (MOD) | 22045NN | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 6,500.00 | 45,500.00 | |||
| 0570 | PAVE MARK TY 1 TAPE-MERGE ARROW | 23268ES717 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
| 0575 | PIPE LINER ACCEPTANCE TESTING | 23484EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,500.00 | 0.00 | |||
| 0580 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0585 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 383.00 | 383.000 | 53.000 | 53.000 | 38.00 | 2,014.00 | |||
| 0590 | GROUT | 23911EC | CUYD | 128.00 | 128.000 | 36.000 | 36.000 | 285.00 | 10,260.00 | |||
| 0595 | REMOVE CABLE GUARDRAIL BARRIER SYSTEM | 24255EC | LF | 32,888.00 | 32,888.000 | 32,888.000 | 32,888.000 | 1.50 | 49,332.00 | |||
| 0600 | DURABLE WATERBORNE MARKING-4 IN W | 24401EC | LF | 6,526.00 | 6,526.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0605 | DURABLE WATERBORNE MARKING-4 IN Y | 24402EC | LF | 7,026.00 | 7,026.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0610 | INLAID PAVEMENT MARKER | 24489EC | EACH | 1,957.00 | 1,957.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0615 | CLEAN (CLEAN WEIR AT WOOD CREEK DAM STA 2527+5 | 24492EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0620 | INTELLIGENT COMPACTION FOR SOIL | 24779EC | CUYD | 100,272.00 | 100,272.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0625 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 92,070.00 | 92,070.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0630 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 431,746.00 | 431,746.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0635 | PIPELINE INSPECTION | 24814EC | LF | 9,169.00 | 9,169.000 | 3,403.700 | 3,403.700 | 2.20 | 7,488.14 | |||
| 0640 | BARRIER WALL GATE | 24852EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 95,000.00 | 95,000.00 | |||
| 0645 | CONTROL SYSTEM FOR INCIDENT MANAGEMENT | 24873EC | LS | 1.00 | 1.000 | 0.700 | 0.700 | 285,000.00 | 199,500.00 | |||
| 0650 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 13,227,207.00 | 13,227,207.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0655 | LONGITUDINAL SAW CUT | 24969ED | LF | 11,412.00 | 11,412.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 0660 | PAVE STRIPING-THERMO-6 IN W-WET REFLECT | 25008EC | LF | 124,184.00 | 124,184.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0665 | PAVE STRIPING-THERMO-6 IN Y-WET REFLECT | 25009EC | LF | 74,765.00 | 74,765.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0670 | GROOVE FOR PAVE STRIPING - 7 IN | 25019EC | LF | 198,949.00 | 198,949.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 1405 | QUEUE PROTECTION VEHICLE (ADDED: 10-17-19) | 25075EC | HOUR | 500.00 | 500.000 | 423.250 | 423.250 | 175.00 | 74,068.75 | |||
| 1410 | FURNISH QUEUE PROTECTION VEHICLES (ADDED: 10-17-19) | 25076EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 165,360.00 | 165,360.00 | |||
| 8001 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | -22,900.000 | -22,900.000 | 1.00 | -22,900.00 | |||
| 8010 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 0.00 | 885.000 | 5,285.000 | 5,285.000 | 43.00 | 227,255.00 | |||
| 8011 | DROP BOX INLET TYPE 13G | 01559 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,769.20 | 3,769.20 | |||
| 8012 | CONC MED BARRIER BOX INLET-TY 12B2 | 23806EC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 9,199.20 | 0.00 | |||
| 8013 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 800.000 | 800.000 | 800.000 | 34.60 | 27,680.00 | |||
| 8014 | CONDUIT-1 1/4 IN | 04793 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 8015 | CONDUIT-2 IN | 04795 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 8016 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 8017 | PIEZOELECTRIC SENSOR | 04829 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 8018 | LOOP WIRE | 04830 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.53 | 0.00 | |||
| 8019 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 13.59 | 0.00 | |||
| 8020 | GALVANIZED STEEL CABINET | 20359NN | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 8021 | WOOD POST | 20360ES818 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 8022 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0003 DRAINAGE | |||||||
| 0675 | ENTRANCE PIPE-15 IN | 00440 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0680 | CULVERT PIPE-15 IN | 00461 | LF | 101.00 | 101.000 | 77.000 | 77.000 | 100.00 | 7,700.00 | |||
| 0685 | CULVERT PIPE-18 IN | 00462 | LF | 36.00 | 36.000 | 27.000 | 27.000 | 110.00 | 2,970.00 | |||
| 0690 | CULVERT PIPE-30 IN | 00466 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 0695 | CULVERT PIPE-36 IN | 00468 | LF | 14.00 | 14.000 | 16.000 | 16.000 | 210.00 | 3,360.00 | |||
| 0700 | CULVERT PIPE-42 IN | 00469 | LF | 51.00 | 51.000 | 51.000 | 51.000 | 290.00 | 14,790.00 | |||
| 0705 | CULVERT PIPE-54 IN | 00471 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 415.00 | 9,960.00 | |||
| 0710 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,236.00 | 1,236.000 | 1,004.333 | 1,004.333 | 65.00 | 65,281.64 | |||
| 0715 | STORM SEWER PIPE-18 IN | 00522 | LF | 407.00 | 407.000 | 301.500 | 301.500 | 85.00 | 25,627.50 | |||
| 0720 | STORM SEWER PIPE-24 IN | 00524 | LF | 863.00 | 863.000 | 832.000 | 832.000 | 90.00 | 74,880.00 | |||
| 0725 | PERFORATED PIPE-4 IN | 01000 | LF | 7,250.00 | 7,250.000 | 50.000 | 50.000 | 5.50 | 275.00 | |||
| 0730 | PERFORATED PIPE-6 IN | 01001 | LF | 33,246.00 | 33,246.000 | 33,026.000 | 33,026.000 | 5.75 | 189,899.50 | |||
| 0735 | PERFORATED PIPE-8 IN | 01002 | LF | 2,921.00 | 2,921.000 | 2,951.000 | 2,951.000 | 6.50 | 19,181.50 | |||
| 0740 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 225.00 | 225.000 | 431.000 | 431.000 | 15.00 | 6,465.00 | |||
| 0745 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 9.000 | 9.000 | 405.00 | 3,645.00 | |||
| 0750 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 3.00 | 3.000 | 8.000 | 8.000 | 425.00 | 3,400.00 | |||
| 0755 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 465.00 | 1,860.00 | |||
| 0760 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 465.00 | 0.00 | |||
| 0765 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
| 0770 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0775 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0780 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
| 0785 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0790 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0795 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 5,200.00 | 15,600.00 | |||
| 0800 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0805 | JUNCTION BOX | 01650 | EACH | 14.00 | 14.000 | 10.000 | 10.000 | 3,000.00 | 30,000.00 | |||
| 0810 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0815 | CORED HOLE DRAINAGE BOX CON-8 IN | 01742 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0820 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 8,930.00 | 8,930.000 | 12,594.520 | 12,594.520 | 2.00 | 25,189.04 | |||
| 0825 | CONCRETE-CLASS A | 08100 | CUYD | 93.45 | 93.450 | 28.380 | 28.380 | 350.00 | 9,933.00 | |||
| 0830 | CONC MED BAR BOX INLET TY 12A2-50 | 21601NN | EACH | 3.00 | 3.000 | 1.500 | 1.500 | 3.000 | 9,800.00 | 14,700.00 | 29,400.00 | |
| 0835 | CONC MED BARR BOX INLET TY 12B2-50 | 21602NN | EACH | 57.00 | 57.000 | -4.500 | 63.500 | 59.000 | 9,800.00 | -44,100.00 | 578,200.00 | |
| 0840 | CONC MED BARR BOX INLET TY 12B2-50(MOD) | 23978EC | EACH | 10.00 | 10.000 | 4.500 | 5.500 | 10.000 | 12,500.00 | 56,250.00 | 125,000.00 | |
| 0845 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,890.00 | 9,890.00 | |||
| 0850 | PVC FOLD AND FORM PIPE LINER-15 IN | 24861EC | LF | 3,615.00 | 3,615.000 | 3,444.000 | 3,444.000 | 85.00 | 292,740.00 | |||
| 0855 | PVC FOLD AND FORM PIPE LINER-18 IN | 24862EC | LF | 6,782.00 | 6,782.000 | 7,217.000 | 7,217.000 | 90.00 | 649,530.00 | |||
| 0860 | PVC FOLD AND FORM PIPE LINER-24 IN | 24863EC | LF | 1,746.00 | 1,746.000 | 2,187.000 | 2,187.000 | 100.00 | 218,700.00 | |||
| 0865 | PVC FOLD AND FORM PIPE LINER-30 IN | 24864EC | LF | 529.00 | 529.000 | 279.000 | 279.000 | 145.00 | 40,455.00 | |||
| 0870 | PVC FOLD AND FORM PIPE LINER-36 IN | 24865EC | LF | 975.00 | 975.000 | 992.000 | 992.000 | 175.00 | 173,600.00 | |||
| 1380 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 77.00 | 77.000 | 77.000 | 77.000 | 580.00 | 44,660.00 | |||
| 1385 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 254.00 | 254.000 | 254.000 | 254.000 | 480.00 | 121,920.00 | |||
| 1390 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,350.00 | 2,700.00 | |||
| 1395 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,650.00 | 3,300.00 | |||
| 1400 | CONC MED BARR BOX INLET TY 12A2-50(MOD) | 23976EC | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 11,500.00 | 5,750.00 | 11,500.00 | |
| 8002 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0004 BRIDGE - I-75 OVER KY 2041 STA 2234+21.725 DWG. # 24532 | |||||||
| 0875 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 839.00 | 839.000 | 839.000 | 839.000 | 85.00 | 71,315.00 | |||
| 0880 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0885 | MASONRY COATING | 02998 | SQYD | 1,712.00 | 1,712.000 | 1,712.000 | 1,712.000 | 12.00 | 20,544.00 | |||
| 0890 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 248.00 | 248.000 | 248.000 | 248.000 | 80.00 | 19,840.00 | |||
| 0895 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,010.00 | 1,010.000 | 734.537 | 734.537 | 75.00 | 55,090.27 | |||
| 0900 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 157.00 | 157.000 | 178.722 | 178.722 | 150.00 | 26,808.30 | |||
| 0905 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 548.00 | 548.000 | 555.510 | 555.510 | 50.00 | 27,775.50 | |||
| 0910 | PILES-STEEL HP12X53 | 08046 | LF | 784.00 | 784.000 | 730.340 | 730.340 | 95.00 | 69,382.30 | |||
| 0915 | PILE POINTS-12 IN | 08094 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 115.00 | 3,680.00 | |||
| 0920 | CONCRETE-CLASS A | 08100 | CUYD | 453.50 | 453.500 | 453.500 | 453.500 | 1,250.00 | 566,875.00 | |||
| 0925 | CONCRETE-CLASS AA | 08104 | CUYD | 588.90 | 588.900 | 588.900 | 588.900 | 1,000.00 | 588,900.00 | |||
| 0930 | MECHANICAL REINF COUPLER #11 | 08136 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 150.00 | 7,200.00 | |||
| 0935 | STEEL REINFORCEMENT | 08150 | LB | 60,061.00 | 60,061.000 | 60,061.000 | 60,061.000 | 1.20 | 72,073.20 | |||
| 0940 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 178,687.00 | 178,687.000 | 178,687.000 | 178,687.000 | 1.20 | 214,424.40 | |||
| 0945 | STRUCTURAL STEEL (APPROX. WEIGHT = 716 LBS. IN DECK DRAI | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0950 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 2,052.50 | 2,052.500 | 2,052.500 | 2,052.500 | 310.00 | 636,275.00 | |||
| 0955 | RAIL SYSTEM TYPE III | 21532ED | LF | 262.00 | 262.000 | 262.000 | 262.000 | 180.00 | 47,160.00 | |||
| 8003 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0005 BRIDGE - I-75 OVER WOOD CREEK STA 2210+77.10 DWG. #. 24535 | |||||||
| 0960 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 981.00 | 981.000 | 981.000 | 981.000 | 85.00 | 83,385.00 | |||
| 0965 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0970 | MASONRY COATING | 02998 | SQYD | 1,114.00 | 1,114.000 | 1,114.000 | 1,114.000 | 12.00 | 13,368.00 | |||
| 0975 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 286.40 | 286.400 | 286.400 | 286.400 | 80.00 | 22,912.00 | |||
| 0980 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 363.00 | 363.000 | 343.919 | 343.919 | 75.00 | 25,793.92 | |||
| 0985 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 130.00 | 130.000 | 64.255 | 64.255 | 150.00 | 9,638.25 | |||
| 0990 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,822.00 | 1,822.000 | 1,702.020 | 1,702.020 | 50.00 | 85,101.00 | |||
| 0995 | PILES-STEEL HP12X53 | 08046 | LF | 560.00 | 560.000 | 515.097 | 515.097 | 95.00 | 48,934.21 | |||
| 1000 | PILE POINTS-12 IN | 08094 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 115.00 | 3,680.00 | |||
| 1005 | CONCRETE-CLASS A | 08100 | CUYD | 456.10 | 456.100 | 456.100 | 456.100 | 1,250.00 | 570,125.00 | |||
| 1010 | CONCRETE-CLASS AA | 08104 | CUYD | 664.30 | 664.300 | 664.300 | 664.300 | 1,000.00 | 664,300.00 | |||
| 1015 | MECHANICAL REINF COUPLER #11 | 08136 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 150.00 | 7,200.00 | |||
| 1020 | STEEL REINFORCEMENT | 08150 | LB | 56,243.00 | 56,243.000 | 56,243.000 | 56,243.000 | 1.20 | 67,491.60 | |||
| 1025 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 160,799.00 | 160,799.000 | 160,799.000 | 160,799.000 | 1.20 | 192,958.80 | |||
| 1030 | STRUCTURAL STEEL (APPROX. WEIGHT = 753 LBS IN DECK DRAINS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1035 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 2,208.00 | 2,208.000 | 2,208.000 | 2,208.000 | 330.00 | 728,640.00 | |||
| 1040 | RAIL SYSTEM TYPE III | 21532ED | LF | 283.00 | 283.000 | 283.000 | 283.000 | 180.00 | 50,940.00 | |||
| 8004 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0006 BRIDGE - US-25 OVER I-75 SOUTH CROSSING DWG. #. 24526 | |||||||
| 1045 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 249.00 | 249.000 | 249.000 | 249.000 | 85.00 | 21,165.00 | |||
| 1050 | MASONRY COATING | 02998 | SQYD | 2,103.00 | 2,103.000 | 969.500 | 969.500 | 12.00 | 11,634.00 | |||
| 1055 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 935.00 | 935.000 | 814.340 | 814.340 | 75.00 | 61,075.50 | |||
| 1060 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 494.00 | 494.000 | 469.498 | 469.498 | 150.00 | 70,424.70 | |||
| 1065 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 346.00 | 346.000 | 302.140 | 302.140 | 50.00 | 15,107.00 | |||
| 1070 | CONCRETE-CLASS A | 08100 | CUYD | 899.50 | 899.500 | 899.500 | 899.500 | 800.00 | 719,600.00 | |||
| 1075 | CONCRETE-CLASS AA | 08104 | CUYD | 705.40 | 705.400 | 705.400 | 705.400 | 1,000.00 | 705,400.00 | |||
| 1080 | STEEL REINFORCEMENT | 08150 | LB | 87,397.00 | 87,397.000 | 87,397.000 | 87,397.000 | 1.20 | 104,876.40 | |||
| 1085 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 162,235.00 | 162,235.000 | 162,235.000 | 162,235.000 | 1.20 | 194,682.00 | |||
| 1090 | STRUCTURAL STEEL (APPROXIMATELY 2,143 LBS) | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 1095 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,667.00 | 40,667.00 | |||
| 1100 | PPC BOX BEAM-SB31 (51" X 48") | 23035EN | LF | 1,861.00 | 1,861.000 | 1,861.000 | 1,861.000 | 570.00 | 1,060,770.00 | |||
| 1105 | PIPE UNDERDRAIN-8 IN | 23540EC | LF | 184.00 | 184.000 | 184.000 | 184.000 | 30.00 | 5,520.00 | |||
| 8005 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0007 BRIDGE - US-25 OVER I-75 NORTH CROSSING DWG. # 24527 | |||||||
| 1110 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 266.00 | 266.000 | 266.000 | 266.000 | 85.00 | 22,610.00 | |||
| 1115 | MASONRY COATING | 02998 | SQYD | 2,176.00 | 2,176.000 | 740.500 | 740.500 | 12.00 | 8,886.00 | |||
| 1120 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,310.00 | 1,310.000 | 1,310.000 | 1,310.000 | 75.00 | 98,250.00 | |||
| 1125 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 404.00 | 404.000 | 404.000 | 404.000 | 150.00 | 60,600.00 | |||
| 1130 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 382.00 | 382.000 | 382.000 | 382.000 | 50.00 | 19,100.00 | |||
| 1135 | TEST PILES | 08033 | LF | 22.00 | 22.000 | 22.000 | 22.000 | 95.00 | 2,090.00 | |||
| 1140 | PILES-STEEL HP12X53 | 08046 | LF | 360.00 | 360.000 | 328.330 | 328.330 | 95.00 | 31,191.35 | |||
| 1145 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 115.00 | 2,070.00 | |||
| 1150 | CONCRETE-CLASS A | 08100 | CUYD | 962.00 | 962.000 | 962.000 | 962.000 | 900.00 | 865,800.00 | |||
| 1155 | CONCRETE-CLASS AA | 08104 | CUYD | 759.10 | 759.100 | 385.633 | 385.633 | 1,200.00 | 462,759.60 | |||
| 1160 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 55.00 | 55.000 | 55.000 | 55.000 | 50.00 | 2,750.00 | |||
| 1165 | MECHANICAL REINF COUPLER #6 | 08131 | EACH | 66.00 | 66.000 | 66.000 | 66.000 | 60.00 | 3,960.00 | |||
| 1170 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 135.00 | 2,430.00 | |||
| 1175 | MECHANICAL REINF COUPLER #11 | 08136 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 210.00 | 4,410.00 | |||
| 1180 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 1,528.00 | 1,528.000 | 764.000 | 764.000 | 50.00 | 38,200.00 | |||
| 1185 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 60.00 | 240.00 | |||
| 1190 | STEEL REINFORCEMENT | 08150 | LB | 93,674.00 | 93,674.000 | 93,674.000 | 93,674.000 | 1.20 | 112,408.80 | |||
| 1195 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 180,570.00 | 180,570.000 | 112,046.332 | 112,046.332 | 1.20 | 134,455.59 | |||
| 1200 | STRUCTURAL STEEL (APPROXIMATELY 2,304.00 LBS.) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 1205 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 40,667.00 | 20,333.50 | |||
| 1210 | PPC BOX BEAM-SB31 (51" X 48") | 23035EN | LF | 1,861.00 | 1,861.000 | 1,861.000 | 1,861.000 | 600.00 | 1,116,600.00 | |||
| 1215 | PIPE UNDERDRAIN-8 IN | 23540EC | LF | 99.00 | 99.000 | 99.000 | 99.000 | 30.00 | 2,970.00 | |||
| 8006 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0008 BRIDGE - CULVERT 6 X 6 RCBC STA. 2294+00.80 DWG. # 25080 | |||||||
| 1220 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 19.00 | 19.000 | 19.000 | 19.000 | 105.00 | 1,995.00 | |||
| 1225 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 88.00 | 88.000 | 88.000 | 88.000 | 70.00 | 6,160.00 | |||
| 1230 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 4.00 | 4.000 | 13.333 | 13.333 | 110.00 | 1,466.63 | |||
| 1235 | CONCRETE-CLASS A | 08100 | CUYD | 52.00 | 52.000 | 52.000 | 52.000 | 1,265.00 | 65,780.00 | |||
| 1240 | STEEL REINFORCEMENT | 08150 | LB | 4,718.00 | 4,718.000 | 4,718.000 | 4,718.000 | 2.20 | 10,379.60 | |||
| 8007 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0009 BRIDGE - CULVERT 5 X 4 RCBC STA 2307+97.81 DWG. # 25081 | |||||||
| 1245 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 9.00 | 9.000 | 9.000 | 9.000 | 110.00 | 990.00 | |||
| 1250 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 50.00 | 50.000 | 50.000 | 50.000 | 85.00 | 4,250.00 | |||
| 1255 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 5.00 | 5.000 | 5.000 | 5.000 | 110.00 | 550.00 | |||
| 1260 | CONCRETE-CLASS A | 08100 | CUYD | 24.00 | 24.000 | 24.000 | 24.000 | 1,675.00 | 40,200.00 | |||
| 1265 | STEEL REINFORCEMENT | 08150 | LB | 1,196.00 | 1,196.000 | 1,196.000 | 1,196.000 | 2.20 | 2,631.20 | |||
| 1270 | LIGHTWEIGHT CELLULAR CONCRETE FILL | 23930EC | CUYD | 110.00 | 110.000 | 94.760 | 94.760 | 400.00 | 37,904.00 | |||
| 8008 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0010 SIGNING | |||||||
| 1275 | REFERENCE MARKER | 04903 | EACH | 34.00 | 34.000 | 31.000 | 31.000 | 180.00 | 5,580.00 | |||
| 1280 | BARRIER MOUNTING BRACKET | 04904 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 1285 | GMSS GALV STEEL TYPE A | 06400 | LB | 9,018.00 | 9,018.000 | 11,259.610 | 11,259.610 | 6.90 | 77,691.30 | |||
| 1290 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 2,436.00 | 2,436.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 1295 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 373.00 | 373.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 1300 | STEEL POST TYPE 1 | 06410 | LF | 530.00 | 530.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 1305 | STEEL POST MILE MARKERS | 06412 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1310 | GMSS GALV STEEL TYPE C | 06441 | LB | 8,288.00 | 8,288.000 | 7,109.970 | 7,109.970 | 9.90 | 70,388.70 | |||
| 1315 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1320 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 15.00 | 15.000 | 11.000 | 11.000 | 180.00 | 1,980.00 | |||
| 1325 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 56.40 | 56.400 | 62.890 | 62.890 | 750.00 | 47,167.50 | |||
| 1330 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,708.00 | 1,708.000 | 2,126.000 | 2,126.000 | 2.50 | 5,315.00 | |||
| 1335 | ROADWAY CROSS SECTION | 20419ND | EACH | 14.00 | 14.000 | 8.000 | 8.000 | 75.00 | 600.00 | |||
| 1340 | BARRIER WALL POST | 20912ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 700.00 | 2,800.00 | |||
| 1345 | REMOVE SIGN | 21373ND | EACH | 17.00 | 17.000 | 13.000 | 13.000 | 2,500.00 | 32,500.00 | |||
| 1350 | GMSS TYPE D | 21596ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 8009 | LIQUIDATED DAMAGES MOT plan viiolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0011 TRAINEES | |||||||
| 1365 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2,3,4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 669.500 | 669.500 | 1.00 | 669.50 | |||
| 1370 | TRAINEE PAYMENT REIMBURSEMENT CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1375 | TRAINEE PAYMENT REIMBURSEMENT CARPENTER | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751945 | Fed/State Project Number | NHPP IM 0752 (059) | Category | 0012 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1355 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,061,475.00 | 3,061,475.00 | |||
| 1360 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 998,775.00 | 0.00 | |||
| SUBTOT | $80,463.37 |
$56,490,318.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0950-1-0I |
BOX BEAM, CB | LF |
2,052.50 | 0011 | $138.160400 | $283,574.22 | ||||||
1035-1-0I |
I BEAM, TYPE 2 | LF |
1,313.83 | 0011 | $156.840250 | $206,061.42 | ||||||
1100-1-0I |
BOX BEAM, B | FT |
1,582.88 | 0020 | $570.000000 | $526,469.04 | ||||||
1100-2-0I |
BOX BEAM, B | FT |
1,439.21 | 0024 | $350.108470 | $478,685.64 | ||||||
0950-1-0A |
BOX BEAM, CB | LF |
579.18 | 0012 | $138.160400 | $-80,020.85 | ||||||
0950-1-0A |
BOX BEAM, CB | LF |
190.50 | 0013 | $138.160400 | $-26,319.56 | ||||||
1100-2-0A |
BOX BEAM, B | FT |
930.50 | 0030 | $350.108470 | $-309,487.14 | ||||||
1100-1-0A |
BOX BEAM, B | FT |
930.50 | 0030 | $570.000000 | $-309,486.15 | ||||||
1100-2-0A |
BOX BEAM, B | FT |
508.71 | 0032 | $350.108470 | $-169,198.50 | ||||||
1100-1-0A |
BOX BEAM, B | FT |
652.38 | 0032 | $570.000000 | $-216,982.89 | ||||||
0950-1-0A |
BOX BEAM, CB | LF |
641.40 | 0035 | $138.160400 | $-88,616.91 | ||||||
1035-1-0A |
I BEAM, TYPE 2 | LF |
690.00 | 0035 | $156.840250 | $-108,220.55 | ||||||
1035-1-0A |
I BEAM, TYPE 2 | LF |
623.82 | 0047 | $156.840250 | $-97,840.87 | ||||||
0950-1-0A |
BOX BEAM, CB | LF |
641.40 | 0048 | $138.160400 | $-88,616.90 | ||||||
| SUBTOT | $0.00 |
|||||||||||