|
Report_Id: 191210 Est NO 0039 |
Date:12/23/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191210 | Estimate Number | 0039 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Morgan, Lonnie D. | ||||||
| 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 | 11/14/2020 TO 11/27/2020 | ||||||
| Date Approved | 12/03/2020 | ||||||
| Primary Proj Number | DE06300751910 | ||||||
| Project No. | NHPP IM 0752 (100) | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | I-75 (LAUREL COUNTY) | ||||||
| Description | IMPROVE I-75 FROM US 25E TO THE LITTLE LAUREL RIVER | ||||||
| Date Let | 03/22/2019 | Formal Acceptance | |||||
| Date Awarded | 04/01/2019 | Date Work Began | 04/29/2019 | ||||
| Date Contract Executed | 04/10/2019 | Open To Traffic | |||||
| Date NTP Issued | 04/10/2019 | Actual Completion Date | |||||
| Current Contract Amount | $53,548,999.91 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $53,548,999.90 |
Total Earnings | $34,601,961.40 |
$34,593,892.36 |
$8,069.04 |
|
| Percent Complete | 67.45 |
Stockpiled Materials | $1,517,448.12 |
$1,517,448.12 |
$0.00 |
|
| Funds Available | $17,429,590.39 |
Gross Earnings | $36,119,409.52 |
$36,111,340.48 |
$8,069.04 |
|
| Total Change Orders | $0.01 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $36,119,409.52 |
$36,111,340.48 |
$8,069.04 |
|||
| Contract Id | 191210 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0039 | Project Number | NHPP IM 0752 (100) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 11/14/2020 TO 11/27/2020 | |||||||
| 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 | |||||
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 | 191210 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE06300751910 | ||||||
| Estimate Nbr | 0039 | Period | 11/14/2020 TO 11/27/2020 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE06300751910 | Fed/State Project Number | NHPP IM 0752 (100) | 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 | DE06300751910 | Fed/State Project Number | NHPP IM 0752 (100) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 115,232.00 | 115,232.000 | 73,281.380 | 73,281.380 | 22.00 | 1,612,190.36 | |||
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 42,274.00 | 42,274.000 | 64,202.920 | 64,202.920 | 55.25 | 3,547,211.33 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 615.00 | 615.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 75.00 | 75.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 28,150.00 | 28,150.000 | 19.680 | 33,482.370 | 33,502.050 | 78.00 | 1,535.04 | 2,613,159.90 | |
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 35,605.00 | 35,605.000 | 29,534.750 | 29,534.750 | 63.00 | 1,860,689.25 | |||
| 0035 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 19,276.00 | 19,276.000 | 13,943.020 | 13,943.020 | 65.00 | 906,296.30 | |||
| 0040 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 32,752.00 | 32,752.000 | 28,547.940 | 28,547.940 | 70.00 | 1,998,355.80 | |||
| 0045 | EMULSIFIED ASPHALT SS-1H | 00293 | TON | 762.00 | 762.000 | 268.050 | 268.050 | 650.00 | 174,232.50 | |||
| 0055 | CL3 ASPH SURF 0.38D PG64-22 (REVISED: 3-21-19) | 00339 | TON | 13,311.00 | 13,311.000 | 2,119.640 | 2,119.640 | 78.00 | 165,331.92 | |||
| 0060 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 23,254.00 | 23,254.000 | 0.000 | 0.000 | 99.75 | 0.00 | |||
| 0065 | ASPHALT CURING SEAL | 00358 | TON | 119.00 | 119.000 | 108.900 | 108.900 | 100.00 | 10,890.00 | |||
| 0070 | BREAKING AND SEATING PAVEMENT | 02107 | SQYD | 13,371.00 | 13,371.000 | 7,200.000 | 7,200.000 | 2.12 | 15,264.00 | |||
| 0075 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0080 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 19,422.00 | 19,422.000 | 18,509.510 | 18,509.510 | 20.00 | 370,190.20 | |||
| 0085 | SAND FOR BLOTTER | 02702 | TON | 373.00 | 373.000 | 349.370 | 349.370 | 70.00 | 24,455.90 | |||
| 0090 | JOINT ADHESIVE | 20071EC | LF | 118,396.00 | 118,396.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 0095 | CL3 ASPH BASE CK PG64-22 | 24904EC | TON | 38,594.00 | 38,594.000 | 39,562.580 | 39,562.580 | 69.00 | 2,729,818.02 | |||
| 0100 | CL4 ASPH BASE CK PG64-22 | 24905EC | TON | 46,296.00 | 46,296.000 | 41,644.970 | 41,644.970 | 71.00 | 2,956,792.87 | |||
| 8000 | LIQUIDATED DAMAGES MOT Plan Vilolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751910 | Fed/State Project Number | NHPP IM 0752 (100) | Category | 0002 ROADWAY | |||||||
| 0105 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 12,994.00 | 12,994.000 | 1,669.410 | 1,669.410 | 30.00 | 50,082.30 | |||
| 0110 | PERFORATED PIPE-4 IN | 01000 | LF | 60,410.00 | 60,410.000 | 36,413.000 | 36,413.000 | 5.70 | 207,554.10 | |||
| 0115 | PERFORATED PIPE-6 IN | 01001 | LF | 15,430.00 | 15,430.000 | 15,326.000 | 15,326.000 | 5.15 | 78,928.90 | |||
| 0120 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 2,364.00 | 2,364.000 | 1,348.500 | 1,348.500 | 10.00 | 13,485.00 | |||
| 0125 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 420.00 | 420.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0130 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.350 | 0.350 | 12,500.00 | 4,375.00 | |||
| 0135 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0140 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0145 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 46.00 | 46.000 | 23.000 | 23.000 | 455.00 | 10,465.00 | |||
| 0150 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 107.00 | 107.000 | 15.000 | 15.000 | 455.00 | 6,825.00 | |||
| 0155 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 465.00 | 465.00 | |||
| 0160 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0165 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 200.00 | 200.000 | 12.000 | 12.000 | 33.16 | 397.92 | |||
| 0170 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 204.00 | 204.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0175 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 16.00 | 16.000 | 21.000 | 21.000 | 8.00 | 168.00 | |||
| 0180 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 1,240.00 | 1,240.000 | 200.000 | 200.000 | 7.00 | 1,400.00 | |||
| 0185 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 2,485.00 | 2,485.000 | 496.000 | 496.000 | 7.00 | 3,472.00 | |||
| 0190 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 193.00 | 193.000 | 158.000 | 158.000 | 16.63 | 2,627.54 | |||
| 0195 | REMOVE TEMP CONC BARRIER WALL | 02002 | LF | 1,366.00 | 1,366.000 | 1,366.000 | 1,366.000 | 12.38 | 16,911.08 | |||
| 0200 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 46,000.00 | 46,000.000 | 48,955.000 | 48,955.000 | 4.49 | 219,807.95 | |||
| 0205 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 589.83 | 0.00 | |||
| 0210 | TEMP DITCH | 02159 | LF | 19,168.00 | 19,168.000 | 100.000 | 100.000 | 1.00 | 100.00 | |||
| 0215 | CLEAN TEMP DITCH | 02160 | LF | 9,584.00 | 9,584.000 | 825.000 | 825.000 | 0.40 | 330.00 | |||
| 0220 | ROADWAY EXCAVATION | 02200 | CUYD | 199,140.00 | 199,140.000 | 121,683.180 | 121,683.180 | 14.90 | 1,813,079.38 | |||
| 0225 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 7,689.00 | 7,689.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0230 | REMOVE & REPLACE FENCE | 02268 | LF | 46,907.00 | 46,907.000 | 4,000.000 | 4,000.000 | 7.80 | 31,200.00 | |||
| 0235 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 18,475.00 | 18,475.000 | 1,200.000 | 1,200.000 | 16.75 | 20,100.00 | |||
| 0240 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0245 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 25.00 | 25.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 26.00 | 26.000 | 1.000 | 1.000 | 625.00 | 625.00 | |||
| 0255 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0260 | REMOVE GUARDRAIL | 02381 | LF | 21,445.50 | 21,445.500 | 16,450.000 | 16,450.000 | 1.40 | 23,030.00 | |||
| 0265 | REMOVE & RESET GUARDRAIL | 02383 | LF | 550.00 | 550.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0270 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 320.00 | 640.00 | |||
| 0275 | CHANNEL LINING CLASS II | 02483 | TON | 1,861.00 | 1,861.000 | 1,883.980 | 1,883.980 | 32.00 | 60,287.36 | |||
| 0280 | CHANNEL LINING CLASS III | 02484 | TON | 2,251.00 | 2,251.000 | 914.760 | 914.760 | 36.50 | 33,388.74 | |||
| 0285 | CLEARING AND GRUBBING (APPROXLIMATELY 166.5 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 120,000.00 | 60,000.00 | |||
| 0290 | CONCRETE-CLASS B | 02555 | CUYD | 63.00 | 63.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0295 | TEMPORARY SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 1,032.000 | 1,032.000 | 8.50 | 8,772.00 | |||
| 0300 | EDGE KEY | 02585 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0305 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 30,973.00 | 30,973.000 | 12,224.310 | 12,224.310 | 2.00 | 24,448.62 | |||
| 0310 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 1,275,000.00 | 828,750.00 | |||
| 0315 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 22,200.00 | 0.00 | |||
| 0320 | SHOULDER RUMBLE STRIPS | 02696 | LF | 110,460.00 | 110,460.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0325 | TEMP SILT FENCE | 02701 | LF | 19,168.00 | 19,168.000 | 1,690.000 | 1,690.000 | 3.28 | 5,543.20 | |||
| 0330 | SILT TRAP TYPE A | 02703 | EACH | 167.00 | 167.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0335 | SILT TRAP TYPE B | 02704 | EACH | 167.00 | 167.000 | 53.000 | 53.000 | 150.00 | 7,950.00 | |||
| 0340 | SILT TRAP TYPE C | 02705 | EACH | 167.00 | 167.000 | 29.000 | 29.000 | 150.00 | 4,350.00 | |||
| 0345 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 167.00 | 167.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0350 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 167.00 | 167.000 | 47.000 | 47.000 | 30.00 | 1,410.00 | |||
| 0355 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 167.00 | 167.000 | 1.000 | 1.000 | 30.00 | 30.00 | |||
| 0360 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 175,000.00 | 113,750.00 | |||
| 0365 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0370 | RELOCATE CRASH CUSHION | 02898 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0375 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 5,800.00 | 17,400.00 | |||
| 0380 | CONC MEDIAN BARRIER TYPE 12C MOD | 03147 | LF | 655.00 | 655.000 | 680.160 | 680.160 | 225.00 | 153,036.00 | |||
| 0385 | CONCRETE BARRIER WALL TYPE 9T (REVISED: 3-19-19) | 03171 | LF | 51,600.00 | 51,600.000 | 48,500.000 | 48,500.000 | 17.00 | 824,500.00 | |||
| 0390 | REFERENCE MARKER | 04903 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0395 | BARRIER MOUNTING BRACKET | 04904 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0400 | EROSION CONTROL BLANKET | 05950 | SQYD | 22,551.00 | 22,551.000 | 38,905.778 | 38,905.778 | 1.05 | 40,851.06 | |||
| 0405 | TEMP MULCH | 05952 | SQYD | 539,959.00 | 539,959.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0410 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 402,954.00 | 402,954.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0415 | INITIAL FERTILIZER | 05963 | TON | 25.00 | 25.000 | 3.413 | 3.413 | 650.00 | 2,218.45 | |||
| 0420 | MAINTENANCE FERTILIZER | 05964 | TON | 41.70 | 41.700 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0425 | SEEDING AND PROTECTION | 05985 | SQYD | 805,908.00 | 805,908.000 | 128,419.334 | 128,419.334 | 0.31 | 39,809.99 | |||
| 0430 | AGRICULTURAL LIMESTONE | 05992 | TON | 499.50 | 499.500 | 2.000 | 2.000 | 60.00 | 120.00 | |||
| 0435 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0440 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 153.00 | 153.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0445 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 77.00 | 77.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0450 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 128.50 | 128.500 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0455 | STEEL POST TYPE 1 | 06410 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0460 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 9,443.00 | 9,443.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0465 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 83,651.00 | 83,651.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0470 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 55,251.00 | 55,251.000 | 54,628.000 | 54,628.000 | 0.75 | 40,971.00 | |||
| 0475 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 4,293.00 | 4,293.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0480 | PAVE STRIPING-TEMP REM TAPE-B (REVISED: 3-19-19) | 06549 | LF | 20,100.00 | 20,100.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0485 | PAVE STRIPING-TEMP REM TAPE-W (REVISED: 3-19-19) | 06550 | LF | 22,300.00 | 22,300.000 | 359.000 | 359.000 | 1.80 | 646.20 | |||
| 0490 | PAVE STRIPING-TEMP REM TAPE-Y (REVISED: 3-19-19) | 06551 | LF | 18,200.00 | 18,200.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0495 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 15,311.00 | 15,311.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0500 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0505 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0510 | PAVEMENT MARKER TYPE IV-MW | 06580 | EACH | 264.00 | 264.000 | 503.000 | 503.000 | 6.00 | 3,018.00 | |||
| 0515 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 784.00 | 784.000 | 139.000 | 139.000 | 0.01 | 1.39 | |||
| 0520 | CONCRETE-CLASS A | 08100 | CUYD | 16.90 | 16.900 | 5.980 | 5.980 | 830.00 | 4,963.40 | |||
| 0525 | STEEL REINFORCEMENT | 08150 | LB | 922.00 | 922.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0530 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 12.00 | 12.000 | 7.000 | 7.000 | 3,200.00 | 22,400.00 | |||
| 0535 | FUEL ADJUSTMENT | 10020NS | DOLL | 464,833.00 | 464,833.000 | -296,094.920 | -296,094.920 | 1.00 | -296,094.92 | |||
| 0540 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 815,101.00 | 815,101.000 | -307,595.460 | -307,595.460 | 1.00 | -307,595.46 | |||
| 0545 | OBJECT MARKER TY 3 | 20191ED | EACH | 25.00 | 25.000 | 2.000 | 2.000 | 65.00 | 130.00 | |||
| 0550 | SAWCUT PAVEMENT | 20550ND | LF | 44,641.00 | 44,641.000 | 30,179.000 | 30,179.000 | 4.75 | 143,350.25 | |||
| 0555 | BARRIER WALL POST | 20912ND | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0560 | REMOVE SIGN | 21373ND | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0565 | CONC MEDIAN BARRIER TYPE 12C(50) | 21430ES508 | LF | 15,855.00 | 15,855.000 | 11,555.840 | 11,555.840 | 99.50 | 1,149,806.08 | |||
| 0570 | REMOVE CABLE GUARDRAIL BARRIER SYSTEM | 24255EC | LF | 15,125.00 | 15,125.000 | 15,000.000 | 15,000.000 | 1.35 | 20,250.00 | |||
| 0575 | INLAID PAVEMENT MARKER | 24489EC | EACH | 1,875.00 | 1,875.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0580 | BARCODE SIGN INVENTORY | 24631EC | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0585 | INTELLIGENT COMPACTION FOR SOIL | 24779EC | CUYD | 120,778.00 | 120,778.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0590 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 115,232.00 | 115,232.000 | 5,056.040 | 5,056.040 | 0.10 | 505.60 | |||
| 0595 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 225,175.00 | 225,175.000 | 16,509.950 | 16,509.950 | 0.10 | 1,650.99 | |||
| 0600 | CONTROL SYSTEM FOR INCIDENT MANAGEMENT | 24873EC | LS | 1.00 | 1.000 | 0.650 | 0.650 | 325,000.00 | 211,250.00 | |||
| 0605 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 12,542,796.00 | 12,542,796.000 | 233,942.000 | 233,942.000 | 0.02 | 4,678.84 | |||
| 0610 | MILE MARKER | 30012 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1045 | PAVE STRIPING-TEMP PAINT-6 IN (ADDED: 3-19-19) | 06511 | LF | 540,000.00 | 540,000.000 | 389,241.000 | 389,241.000 | 0.20 | 77,848.20 | |||
| 1050 | PAVE STRIPING-DUR TY 1-6 IN W (ADDED: 3-19-19) | 06556 | LF | 3,600.00 | 3,600.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1055 | PAVE STRIPING-DUR TY 1-6 IN Y (ADDED: 3-19-19) | 06557 | LF | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 8001 | LIQUIDATED DAMAGES MOT Plan Vilolations | 10111NS | DOLL | 0.00 | 0.001 | -4,750.000 | -4,750.000 | 1.00 | -4,750.00 | |||
| Project | DE06300751910 | Fed/State Project Number | NHPP IM 0752 (100) | Category | 0003 DRAINAGE | |||||||
| 0615 | CULVERT PIPE-15 IN | 00461 | LF | 187.00 | 187.000 | 116.000 | 116.000 | 100.00 | 11,600.00 | |||
| 0620 | CULVERT PIPE-18 IN | 00462 | LF | 314.00 | 314.000 | 160.500 | 160.500 | 85.00 | 13,642.50 | |||
| 0625 | CULVERT PIPE-24 IN | 00464 | LF | 150.00 | 150.000 | 24.000 | 24.000 | 100.00 | 2,400.00 | |||
| 0630 | CULVERT PIPE-30 IN | 00466 | LF | 54.00 | 54.000 | 50.000 | 50.000 | 100.00 | 5,000.00 | |||
| 0635 | CULVERT PIPE-48 IN | 00470 | LF | 27.00 | 27.000 | 27.000 | 27.000 | 283.00 | 7,641.00 | |||
| 0640 | CULVERT PIPE-54 IN | 00471 | LF | 60.00 | 60.000 | 24.000 | 24.000 | 305.00 | 7,320.00 | |||
| 0645 | CULVERT PIPE-60 IN | 00472 | LF | 32.00 | 32.000 | 28.000 | 28.000 | 325.00 | 9,100.00 | |||
| 0650 | STORM SEWER PIPE-15 IN | 00521 | LF | 585.00 | 585.000 | 628.630 | 628.630 | 50.00 | 31,431.50 | |||
| 0655 | STORM SEWER PIPE-24 IN | 00524 | LF | 708.00 | 708.000 | 635.000 | 635.000 | 65.00 | 41,275.00 | |||
| 0660 | STORM SEWER PIPE-48 IN | 00530 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0665 | STORM SEWER PIPE-54 IN | 00531 | LF | 68.00 | 68.000 | 96.000 | 96.000 | 200.00 | 19,200.00 | |||
| 0670 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 0675 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 14.00 | 14.000 | 5.000 | 5.000 | 975.00 | 4,875.00 | |||
| 0680 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 1,145.00 | 2,290.00 | |||
| 0685 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,035.00 | 4,070.00 | |||
| 0690 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,755.00 | 2,755.00 | |||
| 0695 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,795.00 | 10,795.00 | |||
| 0700 | REMOVE PIPE | 01310 | LF | 413.00 | 413.000 | 230.500 | 230.500 | 22.00 | 5,071.00 | |||
| 0705 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0710 | DROP BOX INLET TYPE 1 | 01490 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 6,000.00 | 18,000.00 | |||
| 0715 | JUNCTION BOX | 01650 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,150.00 | 2,150.00 | |||
| 0720 | MANHOLE TYPE B | 01761 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 6,385.00 | 12,770.00 | |||
| 0725 | MANHOLE TYPE C | 01767 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 12,350.00 | 37,050.00 | |||
| 0730 | CONC MED BAR BOX INLET TY 12A2-50 | 21601NN | EACH | 3.00 | 3.000 | 2.500 | 2.500 | 7,550.00 | 18,875.00 | |||
| 0735 | CONC MED BARR BOX INLET TY 12B2-50 | 21602NN | EACH | 25.00 | 25.000 | 20.500 | 20.500 | 8,515.00 | 174,557.50 | |||
| 0740 | CONC MED BAR BOX INLET TY 12B1-50 | 23611NN | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 8,650.00 | 17,300.00 | |||
| 0745 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,060.00 | 16,120.00 | |||
| 0750 | PIPELINE INSPECTION | 24814EC | LF | 9,210.00 | 9,210.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 0755 | PVC FOLD AND FORM PIPE LINER-15 IN | 24861EC | LF | 2,253.00 | 2,253.000 | 1,638.000 | 1,638.000 | 81.50 | 133,497.00 | |||
| 0760 | PVC FOLD AND FORM PIPE LINER-18 IN | 24862EC | LF | 1,942.00 | 1,942.000 | 791.000 | 791.000 | 79.00 | 62,489.00 | |||
| 0765 | PVC FOLD AND FORM PIPE LINER-24 IN | 24863EC | LF | 2,435.00 | 2,435.000 | 1,619.000 | 1,619.000 | 94.00 | 152,186.00 | |||
| 0770 | PVC FOLD AND FORM PIPE LINER-30 IN | 24864EC | LF | 393.00 | 393.000 | 399.000 | 399.000 | 138.00 | 55,062.00 | |||
| 8002 | LIQUIDATED DAMAGES MOT Plan Vilolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751910 | Fed/State Project Number | NHPP IM 0752 (100) | Category | 0004 BRIDGE - LAUREL RIVER - STA. 1540+01.69 - DWG. 24534 | |||||||
| 0775 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 228.00 | 228.000 | 235.660 | 235.660 | 85.00 | 20,031.10 | |||
| 0780 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 100.00 | 100.000 | 75.000 | 75.000 | 185.00 | 13,875.00 | |||
| 0785 | MASONRY COATING | 02998 | SQYD | 865.00 | 865.000 | 544.500 | 320.500 | 865.000 | 12.00 | 6,534.00 | 10,380.00 | |
| 0790 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 131.00 | 131.000 | 131.000 | 131.000 | 85.00 | 11,135.00 | |||
| 0795 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 233.00 | 233.000 | 126.260 | 126.260 | 150.00 | 18,939.00 | |||
| 0800 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 26.00 | 26.000 | 22.960 | 22.960 | 500.00 | 11,480.00 | |||
| 0805 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 172.00 | 172.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0810 | TEST PILES | 08033 | LF | 56.00 | 56.000 | 49.950 | 49.950 | 75.00 | 3,746.25 | |||
| 0815 | COFFERDAM (PIER 1) | 08037 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 250,000.00 | 250,000.00 | |||
| 0820 | COFFERDAM (PIER 2) | 08037 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 250,000.00 | 250,000.00 | |||
| 0825 | PILES-STEEL HP12X53 | 08046 | LF | 256.00 | 256.000 | 302.950 | 302.950 | 75.00 | 22,721.25 | |||
| 0830 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 120.00 | 1,440.00 | |||
| 0835 | CONCRETE-CLASS A | 08100 | CUYD | 271.00 | 271.000 | 271.000 | 271.000 | 1,250.00 | 338,750.00 | |||
| 0840 | CONCRETE-CLASS AA | 08104 | CUYD | 555.60 | 555.600 | 555.600 | 555.600 | 950.00 | 527,820.00 | |||
| 0845 | STEEL REINFORCEMENT | 08150 | LB | 30,834.00 | 30,834.000 | 30,834.000 | 30,834.000 | 1.50 | 46,251.00 | |||
| 0850 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 147,186.00 | 147,186.000 | 147,186.000 | 147,186.000 | 1.50 | 220,779.00 | |||
| 0855 | STRUCTURAL STEEL (APPROXIMATELY 1,006 LBS) | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0860 | ELECTRICAL CONDUIT (3-IN PVC) | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0865 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,958.70 | 1,958.700 | 1,958.700 | 1,958.700 | 395.00 | 773,686.50 | |||
| 0870 | REMOVE EXIST SUPERSTRUCTURE AND ABUTMENT | 20608NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 175,000.00 | 175,000.00 | |||
| 0875 | RAIL SYSTEM TYPE III | 21532ED | LF | 563.00 | 563.000 | 563.000 | 563.000 | 150.00 | 84,450.00 | |||
| 8003 | LIQUIDATED DAMAGES MOT Plan Vilolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751910 | Fed/State Project Number | NHPP IM 0752 (100) | Category | 0005 BRIDGE - LAUREL RIVER - STA. 1404+94.0 - DWG. 24536 | |||||||
| 0880 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 120.00 | 120.000 | 192.790 | 192.790 | 85.00 | 16,387.15 | |||
| 0885 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 109.50 | 109.500 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0890 | MASONRY COATING | 02998 | SQYD | 2,067.00 | 2,067.000 | 249.340 | 249.340 | 12.00 | 2,992.08 | |||
| 0895 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 244.70 | 244.700 | 79.000 | 79.000 | 85.00 | 6,715.00 | |||
| 0900 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 907.00 | 907.000 | 926.986 | 926.986 | 85.00 | 78,793.81 | |||
| 0905 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 220.00 | 220.000 | 348.324 | 348.324 | 450.00 | 156,745.80 | |||
| 0910 | TEST PILES | 08033 | LF | 49.00 | 49.000 | 48.930 | 48.930 | 95.00 | 4,648.35 | |||
| 0915 | PRE-DRILLING FOR PILES | 08039 | LF | 43.00 | 43.000 | 48.500 | 48.500 | 625.00 | 30,312.50 | |||
| 0920 | PILES-STEEL HP12X53 | 08046 | LF | 187.00 | 187.000 | 181.690 | 181.690 | 95.00 | 17,260.55 | |||
| 0925 | PILE POINTS-12 IN | 08094 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 120.00 | 1,800.00 | |||
| 0930 | CONCRETE-CLASS A | 08100 | CUYD | 826.80 | 826.800 | 599.680 | 599.680 | 965.00 | 578,691.20 | |||
| 0935 | CONCRETE-CLASS AA | 08104 | CUYD | 2,300.80 | 2,300.800 | 665.580 | 665.580 | 875.00 | 582,382.50 | |||
| 0940 | STEEL REINFORCEMENT | 08150 | LB | 88,136.00 | 88,136.000 | 54,923.870 | 54,923.870 | 1.50 | 82,385.80 | |||
| 0945 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 570,468.00 | 570,468.000 | 169,047.960 | 169,047.960 | 1.50 | 253,571.94 | |||
| 0950 | STRUCTURAL STEEL (APPROXIMATELY 2,130,198 LBS) | 08160 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 5,650,000.00 | 2,260,000.00 | |||
| 0955 | SHEAR CONNECTORS (APPROXIMATELY 10,301 LBS) | 08170 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 110,000.00 | 44,000.00 | |||
| 0960 | ELECTRICAL CONDUIT (3-IN PVC) | 08269 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0965 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 350,000.00 | 0.00 | |||
| 0970 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,042.00 | 1,042.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0975 | FIBERGLASS DRAIN PIPE (6-IN) | 21679EN | LF | 246.00 | 246.000 | 134.900 | 134.900 | 125.00 | 16,862.50 | |||
| 8004 | LIQUIDATED DAMAGES MOT Plan Vilolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751910 | Fed/State Project Number | NHPP IM 0752 (100) | Category | 0006 TRAFFIC LOOPS | |||||||
| 0980 | CONDUIT-1 1/4 IN | 04793 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0985 | CONDUIT-2 IN | 04795 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0990 | TRENCHING AND BACKFILLING | 04820 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0995 | PIEZOELECTRIC SENSOR | 04829 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 1000 | LOOP WIRE | 04830 | LF | 2,900.00 | 2,900.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 1005 | LOOP SAW SLOT AND FILL | 04895 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1010 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1015 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1020 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 8005 | LIQUIDATED DAMAGES MOT Plan Vilolations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06300751910 | Fed/State Project Number | NHPP IM 0752 (100) | Category | 0007 TRAINEES | |||||||
| 1035 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3,4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 41.500 | 41.500 | 1.00 | 41.50 | |||
| 1040 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3, 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 134.500 | 134.500 | 1.00 | 134.50 | |||
| Project | DE06300751910 | Fed/State Project Number | NHPP IM 0752 (100) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1025 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,978,887.00 | 1,978,887.00 | |||
| 1030 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 770,000.00 | 0.00 | |||
| SUBTOT | $8,069.04 |
$34,601,961.31 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0865-1-0I |
Bridge Beams | LF |
1,958.70 | 0010 | $194.940680 | $362,738.80 | ||||||
0950-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0011 | $1492231.510000 | $1,417,619.93 | ||||||
0950-2-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0018 | $1169958.170000 | $1,111,460.26 | ||||||
0865-1-0A |
Bridge Beams | LF |
979.32 | 0017 | $194.940680 | $-181,363.84 | ||||||
0950-1-0A |
STEEL, STRUCTURAL | LS |
0.40 | 0022 | $1492231.510000 | $-567,047.97 | ||||||
0950-2-0A |
STEEL, STRUCTURAL | LS |
0.40 | 0022 | $1169958.170000 | $-444,584.10 | ||||||
0865-1-0A |
Bridge Beams | LF |
979.38 | 0035 | $194.940680 | $-181,374.96 | ||||||
| SUBTOT | $1,517,448.12 |
|||||||||||