|
Report_Id: 241011 Est NO 0001 |
Date:10/28/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241011 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Hoffman, David J | ||||||
| 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 | 09/03/2024 TO 10/04/2024 | ||||||
| Date Approved | 10/13/2024 | ||||||
| Primary Proj Number | DE06390062411 | ||||||
| Project No. | NHPP 0804 (022) | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | HAL ROGERS PARKWAY (PW-9006) | ||||||
| Description | REDUCE CONGESTION ON THE HAL ROGERS PARKWAY FROM RELOCATED K Y-3- TO KY 192 | ||||||
| Date Let | 08/22/2024 | Formal Acceptance | |||||
| Date Awarded | 09/03/2024 | Date Work Began | 10/03/2024 | ||||
| Date Contract Executed | 09/03/2024 | Open To Traffic | |||||
| Date NTP Issued | 09/03/2024 | Actual Completion Date | |||||
| Current Contract Amount | $20,977,517.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $20,977,517.00 |
Total Earnings | $12,219.68 |
$0.00 |
$12,219.68 |
|
| Percent Complete | 0.06 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $20,965,297.32 |
Gross Earnings | $12,219.68 |
$0.00 |
$12,219.68 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,219.68 |
$0.00 |
$12,219.68 |
|||
| Contract Id | 241011 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0001 | Project Number | NHPP 0804 (022) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 09/03/2024 TO 10/04/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 241011 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE06390062411 | ||||||
| Estimate Nbr | 0001 | Period | 09/03/2024 TO 10/04/2024 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | 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 | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 47,835.00 | 47,835.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 178.00 | 178.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 38.00 | 38.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,699.00 | 1,699.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 7,605.00 | 7,605.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 21,368.00 | 21,368.000 | 0.000 | 0.000 | 101.00 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,019.00 | 1,019.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 7,180.00 | 7,180.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.38D PG76-22 | 00340 | TON | 2,443.00 | 2,443.000 | 0.000 | 0.000 | 128.00 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 96.00 | 96.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0055 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 136,883.00 | 136,883.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0060 | JOINT ADHESIVE | 20071EC | LF | 99,484.00 | 99,484.000 | 0.000 | 0.000 | 0.41 | 0.00 | |||
| 0065 | CL2 ASPH BASE 1.00D PG76-22 | 20696ES403 | TON | 2,443.00 | 2,443.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 78,357.00 | 78,357.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0075 | PERFORATED PIPE-4 IN | 01000 | LF | 11,310.00 | 11,310.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0080 | PERFORATED PIPE-8 IN | 01002 | LF | 235.00 | 235.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0085 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,855.00 | 1,855.000 | 0.000 | 0.000 | 21.50 | 0.00 | |||
| 0090 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0095 | PERF PIPE HEADWALL TY 1-8 IN | 01022 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0105 | STANDARD CURB AND GUTTER | 01810 | LF | 93.00 | 93.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0110 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 15.36 | 0.00 | |||
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 187.00 | 187.000 | 0.000 | 0.000 | 16.18 | 0.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | TEMP DITCH | 02159 | LF | 6,799.00 | 6,799.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0130 | CLEAN TEMP DITCH | 02160 | LF | 3,400.00 | 3,400.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0135 | ROADWAY EXCAVATION | 02200 | CUYD | 126,311.00 | 126,311.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0140 | WATER | 02242 | MGAL | 603.00 | 603.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | REMOVE & REPLACE FENCE | 02268 | LF | 325.00 | 325.000 | 0.000 | 0.000 | 31.18 | 0.00 | |||
| 0150 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 19,837.50 | 19,837.500 | 0.000 | 0.000 | 30.36 | 0.00 | |||
| 0155 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 93.43 | 0.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,862.53 | 0.00 | |||
| 0165 | REMOVE GUARDRAIL | 02381 | LF | 16,682.00 | 16,682.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 4,110.87 | 0.00 | |||
| 0175 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 199.51 | 0.00 | |||
| 0180 | CHANNEL LINING CLASS II | 02483 | TON | 4,251.50 | 4,251.500 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0185 | CHANNEL LINING CLASS III | 02484 | TON | 2,133.00 | 2,133.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0190 | CLEARING AND GRUBBING 69 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,000.00 | 0.00 | |||
| 0195 | TEMPORARY SIGNS | 02562 | SQFT | 665.80 | 665.800 | 720.500 | 0.000 | 720.500 | 16.96 | 12,219.68 | 12,219.68 | |
| 0200 | EDGE KEY | 02585 | LF | 335.00 | 335.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0205 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 2,308.00 | 2,308.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0210 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 788,000.00 | 0.00 | |||
| 0215 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0220 | SAFELOADING | 02690 | CUYD | 29.00 | 29.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0225 | EDGELINE RUMBLE STRIPS | 02697 | LF | 27,630.70 | 27,630.700 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0230 | TEMP SILT FENCE | 02701 | LF | 6,799.00 | 6,799.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0235 | SILT TRAP TYPE A | 02703 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0240 | SILT TRAP TYPE B | 02704 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0245 | SILT TRAP TYPE C | 02705 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0250 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0255 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0260 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0265 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 80,000.00 | 0.00 | |||
| 0270 | REMOVE STRUCTURE BRIDGE- STA 107+49.25 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 130,500.00 | 0.00 | |||
| 0275 | REMOVE STRUCTURE BRIDGE- STA 245+89.46 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 122,900.00 | 0.00 | |||
| 0280 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,824.56 | 0.00 | |||
| 0285 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 375.00 | 375.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0290 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,595.00 | 9,595.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0295 | TEMP MULCH | 05952 | SQYD | 220,206.00 | 220,206.000 | 0.000 | 0.000 | 0.41 | 0.00 | |||
| 0300 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 165,154.00 | 165,154.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0305 | INITIAL FERTILIZER | 05963 | TON | 9.10 | 9.100 | 0.000 | 0.000 | 1,747.48 | 0.00 | |||
| 0310 | MAINTENANCE FERTILIZER | 05964 | TON | 15.30 | 15.300 | 0.000 | 0.000 | 1,747.48 | 0.00 | |||
| 0315 | SEEDING AND PROTECTION | 05985 | SQYD | 294,887.00 | 294,887.000 | 0.000 | 0.000 | 0.76 | 0.00 | |||
| 0320 | AGRICULTURAL LIMESTONE | 05992 | TON | 183.00 | 183.000 | 0.000 | 0.000 | 95.61 | 0.00 | |||
| 0325 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 1,185.00 | 1,185.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 1,349.00 | 1,349.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0335 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 40,932.00 | 40,932.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0340 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 31,070.00 | 31,070.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0345 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,172.00 | 1,172.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0350 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 392.00 | 392.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0355 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 392.00 | 392.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0360 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 198.00 | 198.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0365 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 152.00 | 152.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 304.00 | 304.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0375 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 4,494.00 | 4,494.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0380 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0385 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0390 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 412.00 | 412.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0395 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 275.00 | 275.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0400 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 9,784.68 | 0.00 | |||
| 0405 | FUEL ADJUSTMENT | 10020NS | DOLL | 121,390.00 | 121,390.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0410 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 171,917.00 | 171,917.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0415 | OBJECT MARKER TY 3 | 20191ED | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 62.54 | 0.00 | |||
| 0420 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 4,493.00 | 4,493.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0425 | LONGITUDINAL EDGE KEY | 21289ED | LF | 32,284.00 | 32,284.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0430 | REMOVE SIGN | 21373ND | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 91.89 | 0.00 | |||
| 0435 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 689.00 | 689.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0440 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,034.74 | 0.00 | |||
| 0445 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,857.60 | 0.00 | |||
| 8000 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 8001 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8002 | LEVELING & WEDGING PG64-22 | 00190 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 112.00 | 0.00 | |||
| 8003 | LEVELING & WEDGING PG76-22 | 00194 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 132.00 | 0.00 | |||
| 8004 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 8005 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 8006 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 8007 | PAVE MARK-PAINT ARROWS | 20208NC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 68.25 | 0.00 | |||
| 8008 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0003 DRAINAGE | |||||||
| 0450 | ENTRANCE PIPE-15 IN | 00440 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0455 | ENTRANCE PIPE-18 IN | 00441 | LF | 83.00 | 83.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0460 | CULVERT PIPE-18 IN | 00462 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0465 | CULVERT PIPE-24 IN | 00464 | LF | 193.00 | 193.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0470 | CULVERT PIPE-30 IN | 00466 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0475 | CULVERT PIPE-36 IN | 00468 | LF | 112.00 | 112.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0480 | CULVERT PIPE-48 IN | 00470 | LF | 17.00 | 17.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0485 | STORM SEWER PIPE-15 IN | 00521 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0490 | STORM SEWER PIPE-18 IN | 00522 | LF | 84.50 | 84.500 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0495 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0500 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,980.00 | 0.00 | |||
| 0505 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0510 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,350.00 | 0.00 | |||
| 0515 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| 0520 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0525 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0530 | DROP BOX INLET TYPE 6F | 01535 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 0535 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,200.00 | 0.00 | |||
| 0540 | CONCRETE-CLASS A | 08100 | CUYD | 4.50 | 4.500 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0545 | PVC FOLD AND FORM PIPE LINER-24 IN (REVISED 8/12/2024) | 24863EC | LF | 173.00 | 173.000 | 0.000 | 0.000 | 174.35 | 0.00 | |||
| 0550 | PVC FOLD AND FORM PIPE LINER-30 IN (REVISED 8-12-2024) | 24864EC | LF | 161.00 | 161.000 | 0.000 | 0.000 | 198.88 | 0.00 | |||
| 0555 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0560 | BORE AND JACK PIPE-36 IN | 24186EC | LF | 143.00 | 143.000 | 0.000 | 0.000 | 880.00 | 0.00 | |||
| 0565 | PIPELINE INSPECTION | 24814EC | LF | 981.00 | 981.000 | 0.000 | 0.000 | 2.55 | 0.00 | |||
| 1095 | CLEAN PIPE STRUCTURE (ADDED 8-12-2024) | 03262 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0004 BRIDGE- #28886 - RCBC - HAL ROGERS PARKWAY STA. 182+52.71 | |||||||
| 0570 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 17.20 | 17.200 | 0.000 | 0.000 | 533.00 | 0.00 | |||
| 0575 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 752.00 | 0.00 | |||
| 0580 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 24,500.00 | 0.00 | |||
| 0585 | CONCRETE-CLASS A | 08100 | CUYD | 41.90 | 41.900 | 0.000 | 0.000 | 3,435.00 | 0.00 | |||
| 0590 | STEEL REINFORCEMENT | 08150 | LB | 3,409.00 | 3,409.000 | 0.000 | 0.000 | 4.70 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0005 BRIDGE- #28887 - HAL ROGERS PARKWAY STA. 245+89.46 | |||||||
| 0595 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 438.00 | 438.000 | 0.000 | 0.000 | 69.00 | 0.00 | |||
| 0600 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0605 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 144.00 | 144.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0610 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,400.00 | 0.00 | |||
| 0615 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,124.00 | 1,124.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 0620 | TEST PILES | 08033 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0625 | PILES-STEEL HP14X89 | 08051 | LF | 299.00 | 299.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0630 | PILES-14 IN | 08067 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 0635 | CONCRETE-CLASS A | 08100 | CUYD | 107.20 | 107.200 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0640 | CONCRETE-CLASS AA | 08104 | CUYD | 191.70 | 191.700 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0645 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 139.00 | 0.00 | |||
| 0650 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 47,937.00 | 47,937.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0655 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 819.50 | 819.500 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0660 | CONCRETE SEALING | 23378EC | SQFT | 8,738.00 | 8,738.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0665 | DECK DRAIN | 23813EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0670 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 219.00 | 0.00 | |||
| 0675 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 152.00 | 152.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0006 BRIDGE- #28888 - SLATE LICK RD STA. 107+48.89 | |||||||
| 0680 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 438.00 | 438.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0685 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 66.20 | 66.200 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0690 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 219.00 | 219.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0695 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,500.00 | 0.00 | |||
| 0700 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 420.00 | 420.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 0705 | TEST PILES | 08033 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0710 | PRE-DRILLING FOR PILES | 08039 | LF | 328.00 | 328.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0715 | PILES-STEEL HP14X89 | 08051 | LF | 356.00 | 356.000 | 0.000 | 0.000 | 154.00 | 0.00 | |||
| 0720 | CONCRETE-CLASS A | 08100 | CUYD | 211.60 | 211.600 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0725 | CONCRETE-CLASS AA | 08104 | CUYD | 259.60 | 259.600 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0730 | STEEL REINFORCEMENT | 08150 | LB | 21,604.00 | 21,604.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0735 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 90,958.00 | 90,958.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0740 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 769.30 | 769.300 | 0.000 | 0.000 | 660.00 | 0.00 | |||
| 0745 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 36.00 | 36.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
| 0750 | ROCK SOUNDINGS | 20745ED | LF | 44.20 | 44.200 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0755 | ROCK CORINGS | 20746ED | LF | 98.20 | 98.200 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0760 | CONCRETE SEALING | 23378EC | SQFT | 17,216.00 | 17,216.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0765 | DECK DRAIN | 23813EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0770 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 392.00 | 392.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0007 BRIDGE- #28889 - RCBC - JOHNSON RD STA. 50+85.87 | |||||||
| 0775 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 11.40 | 11.400 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0780 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 355.00 | 0.00 | |||
| 0785 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,500.00 | 0.00 | |||
| 0790 | CONCRETE-CLASS A | 08100 | CUYD | 34.80 | 34.800 | 0.000 | 0.000 | 3,621.00 | 0.00 | |||
| 0795 | STEEL REINFORCEMENT | 08150 | LB | 3,574.00 | 3,574.000 | 0.000 | 0.000 | 2.60 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0008 SIGNALIZATION | |||||||
| 0800 | TRENCHING AND BACKFILLING | 04820 | LF | 3,770.00 | 3,770.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0805 | CABLE-NO. 14/5C | 04844 | LF | 4,725.00 | 4,725.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0810 | CABLE-NO. 14/7C | 04845 | LF | 3,900.00 | 3,900.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0815 | ANCHOR | 04884 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0820 | MESSENGER-15400 LB | 04886 | LF | 1,740.00 | 1,740.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0825 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0830 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0835 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0840 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0845 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0850 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0855 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0860 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0865 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 65.00 | 65.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0870 | ADVANCE WARNING FLASHER | 24525EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0875 | TETHER WIRE | 24528ED | LF | 600.00 | 600.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0880 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 3,775.00 | 3,775.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0885 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 240.00 | 240.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0890 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0895 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0900 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0905 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0009 LIGHTING | |||||||
| 0910 | POLE 40 FT MTG HT | 04701 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0915 | BRACKET 15 FT | 04725 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0920 | POLE BASE | 04740 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0925 | TRANSFORMER BASE | 04750 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0930 | FUSED CONNECTOR KIT | 04780 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0935 | TRENCHING AND BACKFILLING | 04820 | LF | 2,255.00 | 2,255.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0940 | WIRE-NO. 12 | 04832 | LF | 1,045.00 | 1,045.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0945 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0950 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0955 | BORE AND JACK CONDUIT | 21543EN | LF | 885.00 | 885.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0960 | WIRE-NO. 10 | 23778EC | LF | 9,525.00 | 9,525.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0965 | LED LUMINAIRE | 24589ED | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0970 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 2,125.00 | 2,125.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0975 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 855.00 | 855.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0011 SEWER | |||||||
| 1050 | S ENCASEMENT STEEL BORED RANGE 4 16 IN | 15017 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1055 | S MANHOLE 4 FT | 15092 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 1060 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 1065 | S MANHOLE TAP EXISTING | 15099 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1070 | S PIPE PVC 08 INCH | 15112 | LF | 330.00 | 330.000 | 0.000 | 0.000 | 118.00 | 0.00 | |||
| 1075 | S PIPE PVC 12 INCH | 15114 | LF | 727.00 | 727.000 | 0.000 | 0.000 | 178.00 | 0.00 | |||
| 1080 | PAVEMENT REPLACEMENT | 23340EC | TON | 33.00 | 33.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| Project | DE06390062411 | Fed/State Project Number | NHPP 0804 (022) | Category | 0012 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1085 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 898,000.00 | 0.00 | |||
| 1090 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 293,940.00 | 0.00 | |||
| SUBTOT | $12,219.68 |
$12,219.68 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||