|
Report_Id: 191048 Est NO 0052 |
Date:10/22/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191048 | Estimate Number | 0052 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10360) Hall, Adrian | ||||||
| Contractor | HI-VIEW LLC | ADDR SN 0 VC Code KY0041404 | |||||
| PO BOX 1764 | |||||||
| CORBIN , KY , 40702 | |||||||
| Pay Period | 09/18/2021 TO 10/01/2021 | ||||||
| Date Approved | 10/07/2021 | ||||||
| Primary Proj Number | DE07790091948 | ||||||
| Project No. | NHPP 0061 (076), NHPP 0061 (076) | ||||||
| Primary County | MAGOFFIN | ||||||
| Name of Road | BERT T. COMBS MOUNTAIN PARKWAY(PW-9009) | ||||||
| Description | MOUNTAIN PARKWAY CORRIDOR,WIDEN THE MOUNTAIN PARKWAY TO 4 LA NES FROM 0.3 MILES WEST OF KY-3047(MP 65.0) TO 0.7 MILES WES | ||||||
| Date Let | 08/23/2019 | Formal Acceptance | |||||
| Date Awarded | 08/30/2019 | Date Work Began | 10/14/2019 | ||||
| Date Contract Executed | 10/08/2019 | Open To Traffic | |||||
| Date NTP Issued | 10/08/2019 | Actual Completion Date | |||||
| Current Contract Amount | $58,861,851.65 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $57,341,223.14 |
Total Earnings | $19,113,554.61 |
$18,574,206.61 |
$539,348.00 |
|
| Percent Complete | 35.77 |
Stockpiled Materials | $1,941,397.03 |
$1,872,748.18 |
$68,648.85 |
|
| Funds Available | $37,806,900.01 |
Gross Earnings | $21,054,951.64 |
$20,446,954.79 |
$607,996.85 |
|
| Total Change Orders | $1,520,628.51 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $21,054,951.64 |
$20,446,954.79 |
$607,996.85 |
|||
| Contract Id | 191048 | Change Order Summary |
County | MAGOFFIN | ||||||
| Estimate Nbr | 0052 | Project Number | NHPP 0061 (076), NHPP 0061 (076) | |||||||
| Contractor | HI-VIEW LLC | Period | 09/18/2021 TO 10/01/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Steel Reinforcement, Culvert Concrete and Waterline Revision | Approved | 08/14/2020 | $242,105.95 | 2.0 | |||||
| 002 | Fill & Cap Gas Well | Approved | 08/21/2020 | $15,000.00 | 0.0 | |||||
| 003 | DWG 27719 Redesign & Thermo Striping | Approved | 08/12/2021 | $1,263,522.56 | 9.0 | |||||
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 | 191048 | COMMONWEALTH OF KENTUCKY |
County | MAGOFFIN | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE07790091948 | ||||||
| Estimate Nbr | 0052 | Period | 09/18/2021 TO 10/01/2021 | |||||||
| Contractor | HI-VIEW LLC | |||||||||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | 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 | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 99,389.00 | 99,389.000 | 25.550 | 521.740 | 547.290 | 27.00 | 689.85 | 14,776.83 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2,059.00 | 2,059.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 247.00 | 247.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 3,633.00 | 3,633.000 | 182.230 | 182.230 | 95.00 | 17,311.85 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 16,556.00 | 16,556.000 | 0.000 | 0.000 | 84.50 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 68,309.00 | 68,309.000 | 0.000 | 0.000 | 84.50 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,538.00 | 4,538.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 290.00 | 290.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 11,589.00 | 11,589.000 | 0.000 | 0.000 | 97.00 | 0.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0002 ROADWAY | |||||||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 88.00 | 88.000 | 76.160 | 771.160 | 847.320 | 30.00 | 2,284.80 | 25,419.60 | |
| 0055 | PERFORATED PIPE-4 IN | 01000 | LF | 13,171.00 | 13,171.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0060 | PERFORATED PIPE-6 IN | 01001 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0065 | PERFORATED PIPE-8 IN | 01002 | LF | 2,400.00 | 2,400.000 | 20.000 | 20.000 | 12.00 | 240.00 | |||
| 0070 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 3,276.00 | 3,276.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0075 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0080 | PERF PIPE HEADWALL TY 1-8 IN | 01022 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0085 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0090 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0095 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0100 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0105 | ISLAND CURB AND GUTTER | 01825 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0110 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0115 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 421.00 | 421.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0125 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0130 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 921.00 | 921.000 | 98.000 | 98.000 | 10.00 | 980.00 | |||
| 0135 | BARRICADE-TYPE III | 02014 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0140 | REMOVE PAVEMENT | 02091 | SQYD | 811.00 | 811.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0145 | TEMP DITCH | 02159 | LF | 11,277.00 | 11,277.000 | 2,864.000 | 2,864.000 | 1.00 | 2,864.00 | |||
| 0150 | CLEAN TEMP DITCH | 02160 | LF | 5,489.00 | 5,489.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0155 | ROADWAY EXCAVATION | 02200 | CUYD | 5,853,721.00 | 5,853,721.000 | 67,095.000 | 2,833,097.600 | 2,900,192.600 | 3.12 | 209,336.40 | 9,048,600.91 | |
| 0160 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0165 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 41,319.00 | 41,319.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0170 | REMOVE & REPLACE FENCE | 02268 | LF | 7,533.00 | 7,533.000 | 0.000 | 0.000 | 7.30 | 0.00 | |||
| 0175 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 30,237.50 | 30,237.500 | 0.000 | 0.000 | 16.12 | 0.00 | |||
| 0180 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 825.00 | 825.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0185 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 50.00 | 300.00 | |||
| 0190 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0195 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,100.00 | 0.00 | |||
| 0200 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0205 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0210 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0215 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0220 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0225 | REMOVE GUARDRAIL | 02381 | LF | 22,112.00 | 22,112.000 | 400.000 | 400.000 | 1.50 | 600.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0235 | TEMP GUARDRAIL | 02397 | LF | 2,913.00 | 2,913.000 | 257.500 | 257.500 | 6.50 | 1,673.75 | |||
| 0240 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 102.00 | 102.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0245 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0250 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0255 | CHANNEL LINING CLASS IA (REVISED: 8-21-19) | 02482 | TON | 2,394.00 | 2,394.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0260 | CHANNEL LINING CLASS II | 02483 | TON | 11,267.00 | 11,267.000 | 389.980 | 389.980 | 32.00 | 12,479.36 | |||
| 0265 | CHANNEL LINING CLASS IV (REVISED: 8-21-19) | 02488 | CUYD | 14,127.00 | 14,127.000 | 3,228.000 | 3,228.000 | 7.00 | 22,596.00 | |||
| 0270 | CLEARING AND GRUBBING 287 ACRES (REVISED: 8-21-19) | 02545 | LS | 1.00 | 1.000 | 0.830 | 0.830 | 575,000.00 | 477,250.00 | |||
| 0275 | CONCRETE-CLASS B (REVISED: 8-21-19) | 02555 | CUYD | 523.00 | 523.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0280 | TEMPORARY SIGNS | 02562 | SQFT | 3,500.00 | 3,500.000 | 1,149.500 | 1,149.500 | 15.00 | 17,242.50 | |||
| 0285 | EDGE KEY | 02585 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0290 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 199,217.00 | 199,217.000 | 4,759.334 | 4,759.334 | 1.00 | 4,759.33 | |||
| 0295 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 15,332.00 | 15,332.000 | 691.460 | 691.460 | 2.00 | 1,382.92 | |||
| 0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 175,000.00 | 43,750.00 | |||
| 0305 | DIVERSIONS (BY-PASS DETOURS) KY 9009 DIVERSION 2 - STA. 3524+62.35 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0310 | DIVERSIONS (BY-PASS DETOURS) KY 9009 DIVERSION 3 - STA. 3400+00 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0315 | DIVERSIONS (BY-PASS DETOURS) KY 9009 DIVERSION I - STA. 3394+55.56 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0320 | CROSSOVER CROSSOVER 1- STA. 3360+26 | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0325 | CROSSOVER CROSSOVER 2 - STA. 3584+86 | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0330 | CROSSOVER CROSSOVER 3 - STA. 3593+26 | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0335 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0340 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0345 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0350 | SAFELOADING (REVISED: 8-21-19) | 02690 | CUYD | 314.00 | 314.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0355 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 0360 | SHOULDER RUMBLE STRIPS | 02696 | LF | 91,890.00 | 91,890.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0365 | TEMP SILT FENCE | 02701 | LF | 10,977.00 | 10,977.000 | 770.000 | 3,815.000 | 4,585.000 | 3.00 | 2,310.00 | 13,755.00 | |
| 0370 | SILT TRAP TYPE A (REVISED: 8-21-19) | 02703 | EACH | 287.00 | 287.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0375 | SILT TRAP TYPE B (REVISED: 8-21-19) | 02704 | EACH | 287.00 | 287.000 | 22.000 | 22.000 | 150.00 | 3,300.00 | |||
| 0380 | SILT TRAP TYPE C (REVISED: 8-21-19) | 02705 | EACH | 287.00 | 287.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0385 | CLEAN SILT TRAP TYPE A (REVISED: 8-21-19) | 02706 | EACH | 287.00 | 287.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0390 | CLEAN SILT TRAP TYPE B (REVISED: 8-21-19) | 02707 | EACH | 287.00 | 287.000 | 4.000 | 4.000 | 10.00 | 40.00 | |||
| 0395 | CLEAN SILT TRAP TYPE C (REVISED: 8-21-19) | 02708 | EACH | 287.00 | 287.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0400 | SEDIMENTATION BASIN | 02711 | CUYD | 100.00 | 100.000 | 223.000 | 223.000 | 30.00 | 6,690.00 | |||
| 0405 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0410 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 150,000.00 | 45,000.00 | |||
| 0415 | REMOVE STRUCTURE BRIDGE - STA. 3388+64 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,000.00 | 0.00 | |||
| 0420 | REMOVE STRUCTURE BRIDGE OVER KY 9009 - STA. 3507+00 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
| 0425 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0430 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0435 | STEEL PIPE-2 1/2 IN | 03340 | LF | 131.25 | 131.250 | 30.000 | 30.000 | 30.00 | 900.00 | |||
| 0440 | STEEL PIPE-4 IN | 03343 | LF | 126.25 | 126.250 | 30.000 | 30.000 | 35.00 | 1,050.00 | |||
| 0445 | EROSION CONTROL BLANKET (REVISED: 8-21-19) | 05950 | SQYD | 231,476.00 | 231,476.000 | 118,300.000 | 118,300.000 | 1.15 | 136,045.00 | |||
| 0450 | TEMP MULCH (REVISED: 8-21-19) | 05952 | SQYD | 924,693.00 | 924,693.000 | 72,600.000 | 72,600.000 | 0.14 | 10,164.00 | |||
| 0455 | TEMP SEEDING AND PROTECTION (REVISED: 8-21-19) | 05953 | SQYD | 693,520.00 | 693,520.000 | 34,751.200 | 34,751.200 | 0.14 | 4,865.16 | |||
| 0460 | INITIAL FERTILIZER (REVISED: 8-21-19) | 05963 | TON | 8.10 | 8.100 | 7.220 | 7.220 | 650.00 | 4,693.00 | |||
| 0465 | MAINTENANCE FERTILIZER (REVISED: 8-21-19) | 05964 | TON | 40.50 | 40.500 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0470 | SEEDING AND PROTECTION (REVISED: 8-21-19) | 05985 | SQYD | 550,757.00 | 550,757.000 | 65,010.000 | 65,010.000 | 0.31 | 20,153.10 | |||
| 0475 | AGRICULTURAL LIMESTONE (REVISED: 8-21-19) | 05992 | TON | 341.00 | 341.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0480 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 361.00 | 361.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0485 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 95.00 | 95.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0490 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 9,950.00 | 9,950.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0495 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 199,220.00 | 199,220.000 | 2,018.000 | 2,018.000 | 0.21 | 423.78 | |||
| 0500 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,627.00 | 4,627.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0505 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 175,691.00 | 0.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0510 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 1,584.00 | 0.000 | 0.000 | 0.000 | 0.56 | 0.00 | |||
| 0515 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 127.00 | 127.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0520 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 940.00 | 940.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0525 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 2,503.00 | 2,503.000 | 0.000 | 0.000 | 5.75 | 0.00 | |||
| 0530 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 22.00 | 22.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0535 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,078,771.00 | 1,078,771.000 | -227,538.940 | -227,538.940 | 1.00 | -227,538.94 | |||
| 0540 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 406,383.00 | 406,383.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0545 | JOINT ADHESIVE | 20071EC | LF | 48,289.00 | 48,289.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0550 | OBJECT MARKER TY 3 | 20191ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0555 | RELOCATE CONC BARRIER WALL | 20318ES508 | LF | 10,120.00 | 10,120.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0560 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0565 | CONC MEDIAN BARRIER TY 9T | 23007EN | LF | 11,280.00 | 11,280.000 | 1,940.000 | 1,940.000 | 10.00 | 19,400.00 | |||
| 0575 | TURF REINFORCEMENT MAT 1 (REVISED: 8-21-19) | 23274EN11F | SQYD | 1,569.00 | 1,569.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0580 | MEDIAN CROSSOVER REMOVAL STA. 3360+25.68 | 23496EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0585 | INLAID PAVEMENT MARKER | 24489EC | EACH | 853.00 | 853.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0590 | R/W MONUMENT TYPE 3 | 24540 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0595 | CLEAN (CHANNEL CHANGE) | 24543EC | LF | 920.00 | 920.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0600 | WITNESS R/W MONUMENT TYPE 4 | 24663ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0605 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 25,339.00 | 25,339.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0610 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 71,326.00 | 71,326.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0615 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 1,021,041.00 | 1,021,041.000 | 0.000 | 0.000 | 0.02 | 0.00 | |||
| 8010 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,568.75 | 21,568.75 | |||
| 8011 | FILL AND CAP GAS WELL | 24005EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 8017 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 81,471.500 | 0.000 | 0.000 | 0.93 | 0.00 | |||
| 8018 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 94,219.500 | 0.000 | 0.000 | 0.93 | 0.00 | |||
| 8019 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 0.00 | 1,584.000 | 0.000 | 0.000 | 4.05 | 0.00 | |||
| 8020 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 5.55 | 0.00 | |||
| 8021 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 5.55 | 0.00 | |||
| 8022 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0003 DRAINAGE | |||||||
| 0620 | ENTRANCE PIPE-18 IN | 00441 | LF | 27.00 | 27.000 | 50.000 | 50.000 | 50.00 | 2,500.00 | |||
| 0625 | CULVERT PIPE-18 IN | 00462 | LF | 2,166.00 | 2,166.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0630 | CULVERT PIPE-24 IN | 00464 | LF | 999.00 | 999.000 | 98.000 | 98.000 | 97.00 | 9,506.00 | |||
| 0635 | CULVERT PIPE-30 IN | 00466 | LF | 357.00 | 357.000 | 176.000 | 176.000 | 132.00 | 23,232.00 | |||
| 0640 | CULVERT PIPE-36 IN | 00468 | LF | 450.00 | 450.000 | 0.000 | 0.000 | 142.00 | 0.00 | |||
| 0645 | CULVERT PIPE-42 IN | 00469 | LF | 129.00 | 129.000 | 76.000 | 76.000 | 165.00 | 12,540.00 | |||
| 0650 | CULVERT PIPE-60 IN | 00472 | LF | 259.00 | 259.000 | 0.000 | 0.000 | 288.00 | 0.00 | |||
| 0655 | CULVERT PIPE-72 IN | 00474 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| 0660 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,046.00 | 1,046.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0665 | STORM SEWER PIPE-24 IN | 00524 | LF | 708.00 | 708.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0670 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0675 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 12.00 | 12.000 | 1.000 | 1.000 | 925.00 | 925.00 | |||
| 0680 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0685 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0690 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0695 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0700 | REMOVE PIPE | 01310 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0705 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0710 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,216.00 | 0.00 | |||
| 0715 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,035.00 | 3,035.00 | |||
| 0720 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,050.00 | 4,050.00 | |||
| 0725 | CURB BOX INLET TYPE B | 01480 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0730 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0735 | DROP BOX INLET TYPE 5B | 01505 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 0740 | DROP BOX INLET TYPE 5F | 01517 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 0745 | JUNCTION BOX-SPECIAL | 01653 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0750 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0755 | FRAME AND LID TY 1 | 01771 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0760 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0765 | BORE & JACK PIPE 60 IN | 20211ES706 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0770 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 75.00 | 75.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0780 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 77.00 | 77.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0785 | PIPE CULVERT HEADWALL-72 IN | 24025EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0790 | BORE AND JACK PIPE-36 IN | 24186EC | LF | 240.00 | 240.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0795 | PIPELINE INSPECTION | 24814EC | LF | 7,145.00 | 7,145.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0004 BRIDGE- #27712 PCIB TYPE III TWIN SPANS | |||||||
| 0800 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 780.00 | 780.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0805 | MASONRY COATING | 02998 | SQYD | 1,434.00 | 1,434.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0810 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 175.00 | 175.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0815 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 467.00 | 467.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0820 | TEST PILES | 08033 | LF | 148.00 | 148.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0825 | PILES-STEEL HP12X53 | 08046 | LF | 930.00 | 930.000 | 0.000 | 0.000 | 49.50 | 0.00 | |||
| 0830 | PILE POINTS-12 IN | 08094 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0835 | CONCRETE-CLASS A | 08100 | CUYD | 313.90 | 313.900 | 20.500 | 0.000 | 20.500 | 650.00 | 13,325.00 | 13,325.00 | |
| 0840 | CONCRETE-CLASS AA | 08104 | CUYD | 693.30 | 693.300 | 0.000 | 0.000 | 795.00 | 0.00 | |||
| 0845 | STEEL REINFORCEMENT | 08150 | LB | 48,524.00 | 48,524.000 | 3,897.000 | 0.000 | 3,897.000 | 1.08 | 4,208.76 | 4,208.76 | |
| 0850 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 148,409.00 | 164,425.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0855 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 2,391.70 | 2,391.700 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 0860 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 144.00 | 144.000 | 52.400 | 24.800 | 77.200 | 875.00 | 45,850.00 | 67,550.00 | |
| 0865 | ROCK CORINGS | 20746ED | LF | 288.00 | 288.000 | 153.100 | 153.100 | 165.00 | 25,261.50 | |||
| 0870 | SOUNDINGS | 21084ED | LF | 258.00 | 258.000 | 127.800 | 127.800 | 75.00 | 9,585.00 | |||
| 0875 | RAIL SYSTEM TYPE III | 21532ED | LF | 974.00 | 974.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0880 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 258.00 | 258.000 | 83.364 | 48.622 | 131.986 | 800.00 | 66,691.20 | 105,588.80 | |
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0005 BRIDGE- #27713 PCIB TYPE IV TWIN BRIDGE | |||||||
| 0885 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 504.00 | 504.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0890 | MASONRY COATING | 02998 | SQYD | 1,244.00 | 1,244.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0895 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 177.00 | 177.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0900 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 558.00 | 558.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0905 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 519.00 | 519.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0910 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 868.00 | 868.000 | 227.510 | 0.000 | 227.510 | 49.00 | 11,147.99 | 11,147.99 | |
| 0915 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 301.00 | 301.000 | 334.490 | 334.490 | 45.00 | 15,052.05 | |||
| 0920 | TEST PILES | 08033 | LF | 150.00 | 150.000 | 116.000 | 116.000 | 250.00 | 29,000.00 | |||
| 0925 | PRE-DRILLING FOR PILES | 08039 | LF | 140.00 | 140.000 | 181.240 | 0.000 | 181.240 | 225.00 | 40,779.00 | 40,779.00 | |
| 0930 | PILES-STEEL HP14X73 | 08050 | LF | 771.00 | 771.000 | 598.845 | 598.845 | 64.00 | 38,326.08 | |||
| 0935 | PILE POINTS-14 IN | 08095 | EACH | 28.00 | 28.000 | 14.000 | 14.000 | 135.00 | 1,890.00 | |||
| 0940 | CONCRETE-CLASS A | 08100 | CUYD | 689.20 | 689.200 | 689.200 | 689.200 | 650.00 | 447,980.00 | |||
| 0945 | CONCRETE-CLASS AA | 08104 | CUYD | 1,119.20 | 1,119.200 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 0950 | STEEL REINFORCEMENT | 08150 | LB | 159,193.00 | 159,193.000 | 159,193.000 | 159,193.000 | 1.08 | 171,928.44 | |||
| 0955 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 159,303.00 | 296,517.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0960 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 3,786.00 | 3,786.000 | 901.250 | 901.250 | 285.00 | 256,856.25 | |||
| 0965 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 162.00 | 162.000 | 165.651 | 165.651 | 1,200.00 | 198,781.20 | |||
| 0970 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 310.50 | 310.500 | 313.452 | 313.452 | 1,050.00 | 329,124.60 | |||
| 0975 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,534.00 | 1,534.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 8000 | ROCK SOUNDINGS | 20745ED | LF | 0.00 | 48.000 | 291.700 | 291.700 | 75.00 | 21,877.50 | |||
| 8001 | ROCK CORINGS | 20746ED | LF | 0.00 | 72.000 | 419.300 | 419.300 | 165.00 | 69,184.50 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0006 BRIDGE- #27714 PCIB TYPE III 3 SPANS-WB | |||||||
| 0980 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 206.00 | 206.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0985 | MASONRY COATING | 02998 | SQYD | 1,106.00 | 1,106.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0990 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 83.00 | 83.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0995 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1000 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 255.00 | 255.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1005 | TEST PILES | 08033 | LF | 248.00 | 248.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1010 | PILES-STEEL HP14X73 | 08050 | LF | 1,838.00 | 1,838.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1015 | PILE POINTS-14 IN | 08095 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1020 | CONCRETE-CLASS A | 08100 | CUYD | 361.20 | 361.200 | 0.000 | 0.000 | 545.00 | 0.00 | |||
| 1025 | CONCRETE-CLASS AA | 08104 | CUYD | 271.00 | 271.000 | 0.000 | 0.000 | 790.00 | 0.00 | |||
| 1030 | STEEL REINFORCEMENT | 08150 | LB | 51,538.00 | 51,538.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 1035 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 52,148.00 | 68,737.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 1040 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 817.40 | 817.400 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 1045 | RAIL SYSTEM TYPE III | 21532ED | LF | 334.00 | 334.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0007 BRIDGE- #27714 PCIB TYPE III 3 SPANS-EB | |||||||
| 1050 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 206.00 | 206.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1055 | MASONRY COATING | 02998 | SQYD | 1,026.00 | 1,026.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 1060 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 83.00 | 83.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1065 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 47.00 | 47.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1070 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 360.00 | 360.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1075 | TEST PILES | 08033 | LF | 227.00 | 227.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1080 | PILES-STEEL HP14X73 | 08050 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1085 | PILE POINTS-14 IN | 08095 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1090 | CONCRETE-CLASS A | 08100 | CUYD | 350.60 | 350.600 | 0.000 | 0.000 | 545.00 | 0.00 | |||
| 1095 | CONCRETE-CLASS AA | 08104 | CUYD | 257.10 | 257.100 | 0.000 | 0.000 | 795.00 | 0.00 | |||
| 1100 | STEEL REINFORCEMENT | 08150 | LB | 50,480.00 | 50,480.000 | 0.000 | 0.000 | 1.08 | 0.00 | |||
| 1105 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 46,769.00 | 63,423.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 1110 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 757.40 | 757.400 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 1115 | RAIL SYSTEM TYPE III | 21532ED | LF | 310.00 | 310.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0008 BRIDGE- #27715 - RFBC - KY 9009 STA.3424+29.29 | |||||||
| 1120 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 85.00 | 85.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 1125 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 1130 | CONCRETE-CLASS A | 08100 | CUYD | 763.90 | 0.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1135 | STEEL REINFORCEMENT | 08150 | LB | 137,720.00 | 137,720.000 | 137,720.000 | 137,720.000 | 1.00 | 137,720.00 | |||
| 8003 | CONCRETE-CLASS A | 08100 | CUYD | 0.00 | 763.900 | 763.900 | 763.900 | 515.00 | 393,408.50 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0009 BRIDGE- #27716 - RFBC - KY 9009 STA.3433+85 | |||||||
| 1140 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 115.00 | 115.000 | 21.910 | 21.910 | 90.00 | 1,971.90 | |||
| 1145 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1150 | CONCRETE-CLASS A | 08100 | CUYD | 890.40 | 0.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1155 | STEEL REINFORCEMENT | 08150 | LB | 206,844.00 | 206,844.000 | 206,844.000 | 206,844.000 | 1.00 | 206,844.00 | |||
| 8004 | CONCRETE-CLASS A | 08100 | CUYD | 0.00 | 890.400 | 890.400 | 890.400 | 515.00 | 458,556.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0010 BRIDGE- #27717 - RFBC - KY 9009 STA.3451+70.98 | |||||||
| 1160 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 320.00 | 320.000 | 130.520 | 130.520 | 60.00 | 7,831.20 | |||
| 1165 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 1170 | CONCRETE-CLASS A | 08100 | CUYD | 1,931.30 | 0.000 | 0.000 | 0.000 | 490.00 | 0.00 | |||
| 1175 | STEEL REINFORCEMENT | 08150 | LB | 382,052.00 | 382,052.000 | 382,052.000 | 382,052.000 | 1.00 | 382,052.00 | |||
| 8005 | CONCRETE-CLASS A | 08100 | CUYD | 0.00 | 1,931.300 | 1,931.300 | 1,931.300 | 480.00 | 927,024.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0011 BRIDGE- #27718 - RFBC - KY 9009 STA. 3479+21 | |||||||
| 1180 | GRANULAR EMBANKMENT (REVISED: 8-22-19) | 02223 | CUYD | 5,700.00 | 5,700.000 | 5,700.000 | 5,700.000 | 5.00 | 28,500.00 | |||
| 1185 | FABRIC-GEOTEXTILE TYPE IV (REVISED: 8-22-19) | 02599 | SQYD | 1,300.00 | 1,300.000 | 750.000 | 750.000 | 2.00 | 1,500.00 | |||
| 1190 | STRUCTURE EXCAVATION-COMMON (REVISED: 8-22-19) | 08001 | CUYD | 2,200.00 | 2,200.000 | 2,200.000 | 2,200.000 | 12.00 | 26,400.00 | |||
| 1195 | CONCRETE-CLASS A | 08100 | CUYD | 1,529.00 | 0.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 1200 | STEEL REINFORCEMENT | 08150 | LB | 170,676.00 | 170,676.000 | 170,676.000 | 170,676.000 | 1.00 | 170,676.00 | |||
| 8006 | CONCRETE-CLASS A | 08100 | CUYD | 0.00 | 1,529.000 | 1,529.000 | 1,529.000 | 475.00 | 726,275.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0012 BRIDGE- #27719 - DOUBLE RFBC - KY 9009 STA. 3503+70 | |||||||
| 1205 | GRANULAR EMBANKMENT | 02223 | CUYD | 21,336.00 | 21,336.000 | 2,625.000 | 9,890.000 | 12,515.000 | 5.00 | 13,125.00 | 62,575.00 | |
| 1210 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 5,970.00 | 5,970.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1215 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 3,393.00 | 0.000 | 1,200.000 | 1,200.000 | 12.00 | 14,400.00 | |||
| 1220 | CONCRETE-CLASS A | 08100 | CUYD | 5,671.00 | 5,671.000 | 0.000 | 0.000 | 465.00 | 0.00 | |||
| 1225 | STEEL REINFORCEMENT | 08150 | LB | 615,334.00 | 748,137.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8012 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 25,000.000 | 4,320.000 | 21,020.000 | 25,340.000 | 30.00 | 129,600.00 | 760,200.00 | |
| 8013 | EW~ Pumping System for Foundation Construction | 10094NX | EACH | 0.00 | 4.000 | 2.750 | 2.750 | 64,135.16 | 176,371.69 | |||
| 8014 | EW~ Pump System Assembly & Disassembly | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 79,785.23 | 79,785.23 | |||
| 8015 | EW~ Cut/Cap & Reconnect Gas Line | 10094NX | EACH | 0.00 | 4.000 | 2.000 | 2.000 | 1,050.00 | 2,100.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0013 BRIDGE- #27720 - RCBC - KY 3046 STA.46+65 | |||||||
| 1230 | GRANULAR EMBANKMENT | 02223 | CUYD | 615.00 | 615.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1235 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 914.00 | 914.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1240 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,265.00 | 1,265.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1245 | CONCRETE-CLASS A | 08100 | CUYD | 193.00 | 193.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 1250 | STEEL REINFORCEMENT | 08150 | LB | 30,169.00 | 30,169.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0014 SIGNING | |||||||
| 1255 | GMSS GALV STEEL TYPE A | 06400 | LB | 2,331.00 | 2,331.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 1260 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 934.60 | 934.600 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 1265 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 108.00 | 108.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1270 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 304.50 | 304.500 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1275 | STEEL POST TYPE 1 | 06410 | LF | 473.50 | 473.500 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1280 | STEEL POST MILE MARKERS | 06412 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 1285 | GMSS GALV STEEL TYPE C | 06441 | LB | 3,150.00 | 3,150.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 1290 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 9.30 | 9.300 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1295 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 385.00 | 385.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 1300 | ROADWAY CROSS SECTION | 20419ND | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1305 | REMOVE SIGN | 21373ND | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1310 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1315 | BARCODE SIGN INVENTORY | 24631EC | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0015 WATERLINE | |||||||
| 1320 | FLOWABLE FILL | 02220 | CUYD | 400.00 | 0.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 1325 | W CAP EXISTING MAIN | 14003 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 1330 | W ENCASEMENT STEEL BORED RANGE 1 | 14006 | LF | 20.00 | 50.000 | 50.000 | 50.000 | 120.00 | 6,000.00 | |||
| 1335 | W ENCASEMENT STEEL OPEN CUT RANGE 1 | 14012 | LF | 790.00 | 790.000 | 60.000 | 60.000 | 70.00 | 4,200.00 | |||
| 1340 | W FLUSHING ASSEMBLY | 14023 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,900.00 | 5,800.00 | |||
| 1345 | W METER 3/4 INCH | 14028 | EACH | 1.00 | 0.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 1350 | W PIPE PVC 03 INCH | 14057 | LF | 1,285.00 | 250.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1355 | W PIPE PVC 04 INCH | 14058 | LF | 770.00 | 770.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 1360 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 0.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 1365 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 1370 | W TIE-IN 03 INCH | 14092 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 1375 | W VALVE 03 INCH | 14103 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 1380 | W LEAK DETECTION METER | 14153 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8002 | W PIPE PVC 03 INCH Temporary Waterline | 14057 | LF | 0.00 | 1,100.000 | 1,445.000 | 1,445.000 | 12.00 | 17,340.00 | |||
| 8007 | DIRECTIONAL BORE 6" HDPE Encasement | 22668EN | LF | 0.00 | 350.000 | 350.000 | 350.000 | 80.00 | 28,000.00 | |||
| 8008 | OPEN CUT ROADWAY 6" HDPE Encasement | 04821 | LF | 0.00 | 168.000 | 140.000 | 140.000 | 45.45 | 6,363.00 | |||
| 8009 | W PIPE POLYETHYLENE/PLASTIC 03 INCH HDPE | 14067 | LF | 0.00 | 568.000 | 562.000 | 562.000 | 8.00 | 4,496.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0016 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1385 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,621,500.00 | 2,621,500.00 | |||
| 1390 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 800,000.00 | 0.00 | |||
| Project | DE07790091948 | Fed/State Project Number | NHPP 0061 (076) | Category | 0017 TRAINEES | |||||||
| 1395 | TRAINEE PAYMENT REIMBURSEMENT (1 GROUP 2, 3 OR 4 OPERATOR) | 02742 | HOUR | 1,400.00 | 1,400.000 | 554.000 | 554.000 | 1.00 | 554.00 | |||
| 1400 | TRAINEE PAYMENT REIMBURSEMENT (1 IRONWORKER) | 02742 | HOUR | 1,400.00 | 1,400.000 | 620.500 | 620.500 | 1.00 | 620.50 | |||
| SUBTOT | $539,348.00 |
$19,111,034.61 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1135-1-0I |
STEEL REINUN 615GR60 | LB |
40,356.00 | 0005 | $0.460000 | $18,563.76 | ||||||
1130-1-0I |
STAY IN PL FORMS | CUYD |
763.90 | 0006 | $6.400000 | $4,888.96 | ||||||
1135-4-0I |
STEEL REINUN 615GR60 | LB |
124,544.00 | 0006 | $0.460000 | $57,290.24 | ||||||
1150-1-0I |
STAY IN PL FORMS | CUYD |
890.40 | 0006 | $6.300000 | $5,609.52 | ||||||
1170-1-0I |
STAY IN PL FORMS | CUYD |
1,931.30 | 0006 | $6.400000 | $12,360.32 | ||||||
1195-1-0I |
STAY IN PL FORMS | CUYD |
1,529.00 | 0006 | $6.340000 | $9,693.86 | ||||||
1245-1-0I |
STAY IN PL FORMS | CUYD |
193.00 | 0006 | $6.340000 | $1,223.62 | ||||||
1155-1-0I |
STEEL REINUN 615GR60 | LB |
32,993.00 | 0007 | $0.460000 | $15,176.78 | ||||||
1155-2-0I |
STEEL REINUN 615GR60 | LB |
46,002.00 | 0008 | $0.460000 | $21,160.92 | ||||||
1155-3-0I |
STEEL REINUN 615GR60 | LB |
78,995.00 | 0009 | $0.460000 | $36,337.70 | ||||||
1155-5-0I |
STEEL REINUN 615GR60 | LB |
156,830.00 | 0010 | $0.460000 | $72,141.80 | ||||||
1155-6-0I |
STEEL REINUN 615GR60 | LB |
45,648.00 | 0011 | $0.460000 | $20,998.08 | ||||||
0820-1-0I |
PILES | LF |
148.00 | 0012 | $21.760000 | $3,220.48 | ||||||
0825-1-0I |
PILES | LF |
930.00 | 0012 | $21.760000 | $20,236.80 | ||||||
0830-1-0I |
PILE POINTS | EACH |
28.00 | 0012 | $95.670000 | $2,678.76 | ||||||
0920-1-0I |
PILES | LF |
150.00 | 0012 | $31.620000 | $4,743.00 | ||||||
0930-1-0I |
PILES | LF |
771.00 | 0012 | $31.620000 | $24,379.02 | ||||||
0935-1-0I |
PILE POINTS | EACH |
28.00 | 0012 | $108.060000 | $3,025.68 | ||||||
0960-1-0I |
I BEAM, TYPE 4 | LF |
3,786.00 | 0012 | $201.300000 | $762,121.80 | ||||||
1005-1-0I |
PILES | LF |
248.00 | 0012 | $31.620000 | $7,841.76 | ||||||
1010-1-0I |
PILES | LF |
1,838.00 | 0012 | $31.620000 | $58,117.56 | ||||||
1015-1-0I |
PILE POINTS | EACH |
38.00 | 0012 | $108.060000 | $4,106.28 | ||||||
1075-1-0I |
PILES | LF |
227.00 | 0012 | $31.620000 | $7,177.74 | ||||||
1080-1-0I |
PILES | LF |
1,700.00 | 0012 | $31.620000 | $53,754.00 | ||||||
1085-1-0I |
PILE POINTS | EACH |
38.00 | 0012 | $108.060000 | $4,106.28 | ||||||
1155-7-0I |
STEEL REINUN 615GR60 | LB |
185,984.00 | 0012 | $0.460000 | $85,552.64 | ||||||
1175-1-0I |
STEEL REINUN 615GR60 | LB |
92,651.00 | 0015 | $0.460000 | $42,619.46 | ||||||
1175-3-0I |
STEEL REINUN 615GR60 | LB |
176,323.26 | 0018 | $0.460000 | $81,108.69 | ||||||
0855-1-0I |
I BEAM, TYPE 3 | LF |
2,391.70 | 0019 | $187.100000 | $447,487.07 | ||||||
1175-5-0I |
STEEL REINUN 615GR60 | LB |
203,782.58 | 0019 | $0.460000 | $93,739.98 | ||||||
1175-7-0I |
STEEL REINUN 615GR60 | LB |
216,191.38 | 0020 | $0.460000 | $99,448.03 | ||||||
1175-10-0I |
STEEL REINUN 615GR60 | LB |
270,505.21 | 0021 | $0.460000 | $124,432.39 | ||||||
1200-1-0I |
STEEL REINUN 615GR60 | LB |
47,925.00 | 0023 | $0.460000 | $22,045.50 | ||||||
8005-1-0I |
STAY IN PL FORMS | CUYD |
1,931.30 | 0023 | $6.400000 | $12,360.32 | ||||||
1200-2-0I |
STEEL REINUN 615GR60 | LB |
39,147.00 | 0024 | $0.460000 | $18,007.62 | ||||||
0175-1-0I |
GDRAIL GALV AW .109 | LF |
30,225.00 | 0025 | $11.180000 | $337,915.50 | ||||||
1200-3-0I |
STEEL REINUN 615GR60 | LB |
83,604.00 | 0025 | $0.460000 | $38,457.84 | ||||||
1200-4-0I |
STEEL REINUN 615GR60 | LB |
170,676.00 | 0026 | $0.460000 | $78,510.96 | ||||||
0950-1-0I |
STEEL REINUN 615GR60 | LB |
102,833.00 | 0035 | $0.560000 | $57,586.48 | ||||||
0955-1-0I |
STL REINEXCO 615GR60 | LB |
734.00 | 0035 | $0.530000 | $389.02 | ||||||
0965-1-0I |
STEEL REINUN 615GR60 | LB |
29,935.00 | 0035 | $0.500000 | $14,967.50 | ||||||
0970-1-0I |
STEEL REINUN 615GR60 | LB |
61,935.00 | 0035 | $0.550000 | $34,064.25 | ||||||
0950-2-0I |
STEEL REINUN 615GR60 | LB |
49,643.00 | 0036 | $0.470000 | $23,332.21 | ||||||
0965-2-0I |
STEEL REINUN 615GR60 | LB |
11,225.00 | 0036 | $0.450000 | $5,051.25 | ||||||
0970-2-0I |
STEEL REINUN 615GR60 | LB |
15,503.00 | 0036 | $0.490000 | $7,596.47 | ||||||
1225-1-0I |
STEEL REINUN 615GR60 | LB |
123,093.00 | 0038 | $0.470000 | $57,853.71 | ||||||
0950-3-0I |
STEEL REINUN 615GR60 | LB |
152,476.00 | 0039 | $0.540000 | $82,337.04 | ||||||
1225-2-0I |
STEEL REINUN 615GR60 | LB |
85,973.00 | 0040 | $0.470000 | $40,407.31 | ||||||
0845-1-0I |
STEEL REINUN 615GR60 | LB |
19,434.00 | 0043 | $0.480000 | $9,328.32 | ||||||
0860-1-0I |
STEEL REINUN 615GR60 | LB |
7,368.00 | 0043 | $0.480000 | $3,536.64 | ||||||
0880-1-0I |
STEEL REINUN 615GR60 | LB |
9,306.00 | 0043 | $0.480000 | $4,466.88 | ||||||
0950-4-0I |
STEEL REINUN 615GR60 | LB |
69,230.00 | 0043 | $0.540000 | $37,384.20 | ||||||
0955-2-0I |
STL REINEXCO 615GR60 | LB |
2,719.00 | 0043 | $0.540000 | $1,468.26 | ||||||
0845-2-0I |
STEEL REINUN 615GR60 | LB |
3,984.00 | 0049 | $0.500000 | $1,992.00 | ||||||
0850-1-0I |
STL REINEXCO 615GR60 | LB |
1,712.00 | 0049 | $0.560000 | $958.72 | ||||||
0950-5-0I |
STEEL REINUN 615GR60 | LB |
6,944.00 | 0049 | $0.500000 | $3,472.00 | ||||||
0955-4-0I |
STL REINEXCO 615GR60 | LB |
105,284.00 | 0049 | $0.560000 | $58,959.04 | ||||||
0955-3-0I |
STL REINEXCO 615GR60 | LB |
2,286.00 | 0049 | $0.560000 | $1,280.16 | ||||||
0975-1-0I |
STL REINEXCO 615GR60 | LB |
14,300.00 | 0049 | $0.560000 | $8,008.00 | ||||||
1225-3-0I |
STEEL REINUN 615GR60 | LB |
43,211.00 | 0049 | $0.500000 | $21,605.50 | ||||||
0955-5-0I |
STL REINEXCO 615GR60 | LB |
39,702.00 | 0050 | $0.560000 | $22,233.12 | ||||||
1225-4-0I |
STEEL REINUN 615GR60 | LB |
93,656.00 | 0050 | $0.500000 | $46,828.00 | ||||||
1225-5-0I |
STEEL REINUN 615GR60 | LB |
93,200.00 | 0051 | $0.500000 | $46,600.00 | ||||||
0625-1-0I |
PIPE, HDPE M294 | LF |
1,980.00 | 0052 | $8.920000 | 17,661.60 | $17,661.60 | |||||
0630-1-0I |
PIPE, HDPE M294 | LF |
448.00 | 0052 | $31.600000 | 14,156.80 | $14,156.80 | |||||
0660-1-0I |
PIPE, HDPE M294 | LF |
1,040.00 | 0052 | $8.920000 | 9,276.80 | $9,276.80 | |||||
0665-1-0I |
PIPE, HDPE M294 | LF |
708.00 | 0052 | $15.110000 | 10,697.88 | $10,697.88 | |||||
0845-3-0I |
STEEL REINUN 615GR60 | LB |
23,418.00 | 0052 | $0.490000 | 11,474.82 | $11,474.82 | |||||
1225-6-0I |
STEEL REINUN 615GR60 | LB |
47,369.00 | 0052 | $0.500000 | 23,684.50 | $23,684.50 | |||||
1130-1-0A |
STAY IN PL FORMS | CUYD |
32.00 | 0006 | $6.400000 | $-204.80 | ||||||
1135-4-0A |
STEEL REINUN 615GR60 | LB |
5,770.00 | 0006 | $0.460000 | $-2,654.20 | ||||||
1130-1-0A |
STAY IN PL FORMS | CUYD |
93.00 | 0007 | $6.400000 | $-595.20 | ||||||
1135-4-0A |
STEEL REINUN 615GR60 | LB |
16,768.00 | 0007 | $0.460000 | $-7,713.28 | ||||||
1130-1-0A |
STAY IN PL FORMS | CUYD |
179.50 | 0008 | $6.400000 | $-1,148.80 | ||||||
1135-4-0A |
STEEL REINUN 615GR60 | LB |
32,363.00 | 0008 | $0.460000 | $-14,886.98 | ||||||
1130-1-0A |
STAY IN PL FORMS | CUYD |
142.00 | 0009 | $6.400000 | $-908.80 | ||||||
1135-4-0A |
STEEL REINUN 615GR60 | LB |
25,603.00 | 0009 | $0.460000 | $-11,777.38 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
47.00 | 0009 | $6.300000 | $-296.10 | ||||||
1155-3-0A |
STEEL REINUN 615GR60 | LB |
10,919.00 | 0009 | $0.460000 | $-5,022.74 | ||||||
1130-1-0A |
STAY IN PL FORMS | CUYD |
103.00 | 0010 | $6.400000 | $-659.20 | ||||||
1135-4-0A |
STEEL REINUN 615GR60 | LB |
18,570.00 | 0010 | $0.460000 | $-8,542.20 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
71.00 | 0010 | $6.300000 | $-447.30 | ||||||
1155-5-0A |
STEEL REINUN 615GR60 | LB |
16,494.00 | 0010 | $0.460000 | $-7,587.24 | ||||||
1130-1-0A |
STAY IN PL FORMS | CUYD |
207.50 | 0011 | $6.400000 | $-1,328.00 | ||||||
1135-4-0A |
STEEL REINUN 615GR60 | LB |
25,470.00 | 0011 | $0.460000 | $-11,716.20 | ||||||
1130-1-0A |
STAY IN PL FORMS | CUYD |
6.90 | 0012 | $6.400000 | $-44.16 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
19.10 | 0012 | $6.300000 | $-120.33 | ||||||
1155-7-0A |
STEEL REINUN 615GR60 | LB |
4,437.00 | 0012 | $0.460000 | $-2,041.02 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
63.07 | 0013 | $6.300000 | $-397.34 | ||||||
1155-7-0A |
STEEL REINUN 615GR60 | LB |
14,652.00 | 0013 | $0.460000 | $-6,739.92 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
80.97 | 0014 | $6.300000 | $-510.11 | ||||||
1155-7-0A |
STEEL REINUN 615GR60 | LB |
20,117.50 | 0014 | $0.460000 | $-9,254.05 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
159.70 | 0015 | $6.300000 | $-1,006.11 | ||||||
1155-7-0A |
STEEL REINUN 615GR60 | LB |
37,099.02 | 0015 | $0.460000 | $-17,065.55 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
109.94 | 0016 | $6.300000 | $-692.62 | ||||||
1155-7-0A |
STEEL REINUN 615GR60 | LB |
25,539.50 | 0016 | $0.460000 | $-11,748.17 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
106.64 | 0017 | $6.300000 | $-671.83 | ||||||
1155-7-0A |
STEEL REINUN 615GR60 | LB |
24,772.90 | 0017 | $0.460000 | $-11,395.53 | ||||||
1170-1-0A |
STAY IN PL FORMS | CUYD |
36.36 | 0017 | $6.400000 | $-232.70 | ||||||
1175-1-0A |
STEEL REINUN 615GR60 | LB |
7,192.74 | 0017 | $0.460000 | $-3,308.66 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
197.62 | 0018 | $6.300000 | $-1,245.01 | ||||||
1155-7-0A |
STEEL REINUN 615GR60 | LB |
45,907.91 | 0018 | $0.460000 | $-21,117.64 | ||||||
1170-1-0A |
STAY IN PL FORMS | CUYD |
76.75 | 0018 | $6.400000 | $-491.20 | ||||||
1175-3-0A |
STEEL REINUN 615GR60 | LB |
15,182.68 | 0018 | $0.460000 | $-6,984.03 | ||||||
1150-1-0A |
STAY IN PL FORMS | CUYD |
35.36 | 0019 | $6.300000 | $-222.77 | ||||||
1170-1-0A |
STAY IN PL FORMS | CUYD |
165.06 | 0019 | $6.400000 | $-1,056.38 | ||||||
1175-5-0A |
STEEL REINUN 615GR60 | LB |
32,652.20 | 0019 | $0.460000 | $-15,020.01 | ||||||
1170-1-0A |
STAY IN PL FORMS | CUYD |
285.71 | 0020 | $6.400000 | $-1,828.54 | ||||||
1175-7-0A |
STEEL REINUN 615GR60 | LB |
56,519.17 | 0020 | $0.460000 | $-25,998.82 | ||||||
1170-1-0A |
STAY IN PL FORMS | CUYD |
413.99 | 0021 | $6.400000 | $-2,649.54 | ||||||
1175-10-0A |
STEEL REINUN 615GR60 | LB |
76,884.72 | 0021 | $0.460000 | $-35,366.97 | ||||||
1170-1-0A |
STAY IN PL FORMS | CUYD |
380.62 | 0022 | $6.400000 | $-2,435.97 | ||||||
1175-10-0A |
STEEL REINUN 615GR60 | LB |
70,283.66 | 0022 | $0.460000 | $-32,330.48 | ||||||
1175-10-0A |
STEEL REINUN 615GR60 | LB |
54,962.32 | 0023 | $0.460000 | $-25,282.67 | ||||||
8005-1-0A |
STAY IN PL FORMS | CUYD |
1,712.32 | 0023 | $6.400000 | $-10,958.85 | ||||||
1175-10-0A |
STEEL REINUN 615GR60 | LB |
33,617.64 | 0024 | $0.460000 | $-15,464.11 | ||||||
8005-1-0A |
STAY IN PL FORMS | CUYD |
169.94 | 0024 | $6.400000 | $-1,087.62 | ||||||
1175-10-0A |
STEEL REINUN 615GR60 | LB |
34,756.87 | 0025 | $0.460000 | $-15,988.16 | ||||||
8005-1-0A |
STAY IN PL FORMS | CUYD |
49.04 | 0025 | $6.400000 | $-313.85 | ||||||
1200-4-0A |
STEEL REINUN 615GR60 | LB |
24,125.48 | 0026 | $0.460000 | $-11,097.72 | ||||||
1200-4-0A |
STEEL REINUN 615GR60 | LB |
29,923.08 | 0027 | $0.460000 | $-13,764.62 | ||||||
1200-4-0A |
STEEL REINUN 615GR60 | LB |
34,645.68 | 0028 | $0.460000 | $-15,937.01 | ||||||
1200-4-0A |
STEEL REINUN 615GR60 | LB |
48,999.17 | 0029 | $0.460000 | $-22,539.62 | ||||||
1200-4-0A |
STEEL REINUN 615GR60 | LB |
18,384.34 | 0030 | $0.460000 | $-8,456.80 | ||||||
1200-4-0A |
STEEL REINUN 615GR60 | LB |
14,598.25 | 0031 | $0.460000 | $-6,715.19 | ||||||
0965-2-0A |
STEEL REINUN 615GR60 | LB |
6,300.00 | 0036 | $0.450000 | $-2,835.00 | ||||||
0965-1-0A |
STEEL REINUN 615GR60 | LB |
7,504.00 | 0036 | $0.500000 | $-3,752.00 | ||||||
0970-2-0A |
STEEL REINUN 615GR60 | LB |
11,856.00 | 0036 | $0.490000 | $-5,809.44 | ||||||
0970-1-0A |
STEEL REINUN 615GR60 | LB |
13,468.00 | 0036 | $0.550000 | $-7,407.40 | ||||||
0965-2-0A |
STEEL REINUN 615GR60 | LB |
4,925.00 | 0037 | $0.450000 | $-2,216.25 | ||||||
0965-1-0A |
STEEL REINUN 615GR60 | LB |
14,442.52 | 0037 | $0.500000 | $-7,221.26 | ||||||
0970-2-0A |
STEEL REINUN 615GR60 | LB |
3,647.00 | 0037 | $0.490000 | $-1,787.03 | ||||||
0970-1-0A |
STEEL REINUN 615GR60 | LB |
28,236.18 | 0037 | $0.550000 | $-15,529.90 | ||||||
0965-1-0A |
STEEL REINUN 615GR60 | LB |
7,988.48 | 0038 | $0.500000 | $-3,994.24 | ||||||
0970-1-0A |
STEEL REINUN 615GR60 | LB |
20,230.82 | 0038 | $0.550000 | $-11,126.95 | ||||||
0950-3-0A |
STEEL REINUN 615GR60 | LB |
28,208.70 | 0039 | $0.540000 | $-15,232.70 | ||||||
0950-3-0A |
STEEL REINUN 615GR60 | LB |
38,345.93 | 0040 | $0.540000 | $-20,706.80 | ||||||
0950-3-0A |
STEEL REINUN 615GR60 | LB |
13,467.00 | 0041 | $0.540000 | $-7,272.18 | ||||||
0950-3-0A |
STEEL REINUN 615GR60 | LB |
9,941.00 | 0042 | $0.540000 | $-5,368.14 | ||||||
0950-4-0A |
STEEL REINUN 615GR60 | LB |
23,975.00 | 0043 | $0.540000 | $-12,946.50 | ||||||
0950-4-0A |
STEEL REINUN 615GR60 | LB |
7,908.00 | 0044 | $0.540000 | $-4,270.32 | ||||||
0950-4-0A |
STEEL REINUN 615GR60 | LB |
13,908.00 | 0045 | $0.540000 | $-7,510.32 | ||||||
0950-4-0A |
STEEL REINUN 615GR60 | LB |
13,414.00 | 0046 | $0.540000 | $-7,243.56 | ||||||
0950-4-0A |
STEEL REINUN 615GR60 | LB |
10,025.00 | 0047 | $0.540000 | $-5,413.50 | ||||||
0920-1-0A |
PILES | LF |
116.00 | 0048 | $31.620000 | $-3,667.92 | ||||||
0930-1-0A |
PILES | LF |
568.84 | 0048 | $31.620000 | $-17,986.88 | ||||||
0935-1-0A |
PILE POINTS | EACH |
14.00 | 0048 | $108.060000 | $-1,512.84 | ||||||
0930-1-0A |
PILES | LF |
30.00 | 0049 | $31.620000 | $-948.60 | ||||||
0960-1-0A |
I BEAM, TYPE 4 | LF |
901.25 | 0050 | $201.300000 | $-181,421.63 | ||||||
0860-1-0A |
STEEL REINUN 615GR60 | LB |
2,554.40 | 0051 | $0.480000 | $-1,226.11 | ||||||
0880-1-0A |
STEEL REINUN 615GR60 | LB |
3,549.40 | 0051 | $0.480000 | $-1,703.71 | ||||||
0845-3-0A |
STEEL REINUN 615GR60 | LB |
3,897.00 | 0052 | $0.490000 | -1,909.53 | $-1,909.53 | |||||
0860-1-0A |
STEEL REINUN 615GR60 | LB |
4,813.60 | 0052 | $0.480000 | -2,310.53 | $-2,310.53 | |||||
0880-1-0A |
STEEL REINUN 615GR60 | LB |
5,756.59 | 0052 | $0.480000 | -2,763.17 | $-2,763.17 | |||||
1135-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0006 | $0.460000 | $-18,563.76 | ||||||
1135-20C |
STEEL REINUN 615GR60 | LB |
0.00 | 0006 | $0.460000 | $0.00 | ||||||
1135-30C |
STEEL REINUN 615GR60 | LB |
0.00 | 0006 | $0.460000 | $0.00 | ||||||
1155-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0009 | $0.460000 | $-15,176.78 | ||||||
1155-20C |
STEEL REINUN 615GR60 | LB |
0.00 | 0009 | $0.460000 | $-21,160.92 | ||||||
1155-30C |
STEEL REINUN 615GR60 | LB |
0.00 | 0010 | $0.460000 | $-31,314.96 | ||||||
1155-40C |
STEEL REINUN 615GR60 | LB |
0.00 | 0010 | $0.460000 | $0.00 | ||||||
1155-50C |
STEEL REINUN 615GR60 | LB |
0.00 | 0012 | $0.460000 | $-64,554.56 | ||||||
1155-60C |
STEEL REINUN 615GR60 | LB |
0.00 | 0012 | $0.460000 | $-20,998.08 | ||||||
1175-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0018 | $0.460000 | $-39,310.80 | ||||||
1175-20C |
STEEL REINUN 615GR60 | LB |
0.00 | 0018 | $0.460000 | $0.00 | ||||||
1155-70C |
STEEL REINUN 615GR60 | LB |
0.00 | 0019 | $0.460000 | $-6,190.76 | ||||||
1175-30C |
STEEL REINUN 615GR60 | LB |
0.00 | 0019 | $0.460000 | $-74,124.66 | ||||||
1175-40C |
STEEL REINUN 615GR60 | LB |
0.00 | 0019 | $0.460000 | $0.00 | ||||||
1175-50C |
STEEL REINUN 615GR60 | LB |
0.00 | 0020 | $0.460000 | $-78,719.97 | ||||||
1175-60C |
STEEL REINUN 615GR60 | LB |
0.00 | 0020 | $0.460000 | $0.00 | ||||||
1175-70C |
STEEL REINUN 615GR60 | LB |
0.00 | 0021 | $0.460000 | $-73,449.21 | ||||||
1175-80C |
STEEL REINUN 615GR60 | LB |
0.00 | 0021 | $0.460000 | $0.00 | ||||||
1175-90C |
STEEL REINUN 615GR60 | LB |
0.00 | 0021 | $0.460000 | $0.00 | ||||||
1170-10C |
STAY IN PL FORMS | CUYD |
0.00 | 0023 | $6.400000 | $-3,665.99 | ||||||
1200-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0026 | $0.460000 | $-22,045.50 | ||||||
1200-20C |
STEEL REINUN 615GR60 | LB |
0.00 | 0026 | $0.460000 | $-18,007.62 | ||||||
1200-30C |
STEEL REINUN 615GR60 | LB |
0.00 | 0026 | $0.460000 | $-38,457.84 | ||||||
0950-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0039 | $0.560000 | $-57,586.48 | ||||||
0950-20C |
STEEL REINUN 615GR60 | LB |
0.00 | 0039 | $0.470000 | $-23,332.21 | ||||||
0950-30C |
STEEL REINUN 615GR60 | LB |
0.00 | 0043 | $0.540000 | $-33,757.22 | ||||||
0845-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0052 | $0.480000 | -9,328.32 | $-9,328.32 | |||||
0845-20C |
STEEL REINUN 615GR60 | LB |
0.00 | 0052 | $0.500000 | -1,992.00 | $-1,992.00 | |||||
| SUBTOT | $1,941,397.05 |
|||||||||||
| Project | DE07790091949 | Fed/State Project Number | NHPP 0061 (076) | Category | 0018 FEDERAL NON-PARTICIPATING | |||||||
| 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 | |
| 8016 | EW~ Monthly Gas Line Fee | 10094NX | EACH | 0.00 | 4.000 | 3.000 | 3.000 | 840.00 | 2,520.00 | |||
| SUBTOT | $0.00 |
$19,113,554.61 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||