|
Report_Id: 231316 Est NO 0015 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231316 | Estimate Number | 0015 | 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 | 05/18/2024 TO 05/31/2024 | ||||||
| Date Approved | 06/11/2024 | ||||||
| Primary Proj Number | DE063025E2233 | ||||||
| Project No. | NHPP 0251 (037) | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | CUMBERLAND GAP PARKWAY (US25E) | ||||||
| Description | REDUCE CONGESTION ON US25E FROM KNOX COUNTY LINE TO KY 770 | ||||||
| Date Let | 09/28/2023 | Formal Acceptance | |||||
| Date Awarded | 10/05/2023 | Date Work Began | 11/15/2023 | ||||
| Date Contract Executed | 11/14/2023 | Open To Traffic | |||||
| Date NTP Issued | 11/14/2023 | Actual Completion Date | |||||
| Current Contract Amount | $32,589,996.10 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $32,589,996.10 |
Total Earnings | $13,458,184.04 |
$12,558,681.36 |
$899,502.68 |
|
| Percent Complete | 41.30 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $19,131,812.06 |
Gross Earnings | $13,458,184.04 |
$12,558,681.36 |
$899,502.68 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,458,184.04 |
$12,558,681.36 |
$899,502.68 |
|||
| Contract Id | 231316 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0015 | Project Number | NHPP 0251 (037) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 05/18/2024 TO 05/31/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 002 | Non Spec Material OVERRIDE | Approved | 03/13/2024 | $0.00 | 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 | 231316 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE063025E2233 | ||||||
| Estimate Nbr | 0015 | Period | 05/18/2024 TO 05/31/2024 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | 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 | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0001 PAVING - ALT 1 - ASPHALT | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 38,498.00 | 38,498.000 | 3,248.800 | 7,939.230 | 11,188.030 | 35.00 | 113,708.00 | 391,581.05 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 476.00 | 476.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 58.00 | 58.000 | 0.000 | 0.000 | 1,550.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 600.00 | 600.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,510.00 | 5,510.000 | 477.510 | 1,289.660 | 1,767.170 | 96.85 | 46,246.84 | 171,150.41 | |
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 4,186.00 | 4,186.000 | 16.730 | 16.730 | 101.00 | 1,689.73 | |||
| 0035 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 5,090.00 | 5,090.000 | 597.870 | 1,301.370 | 1,899.240 | 103.00 | 61,580.61 | 195,621.72 | |
| 0040 | CL3 ASPH BASE 0.75D PG76-22 | 00225 | TON | 4,875.00 | 4,875.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 5,299.00 | 5,299.000 | 0.000 | 0.000 | 142.50 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 14,841.00 | 14,841.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 148.00 | 148.000 | 4.350 | 4.350 | 0.01 | 0.04 | |||
| 0060 | PCC BASE-9 IN | 02064 | SQYD | 3,303.00 | 3,303.000 | 1,957.106 | 0.000 | 1,957.106 | 82.00 | 160,482.69 | 160,482.69 | |
| 0065 | JPC PAVEMENT-10 IN | 02069 | SQYD | 11,115.00 | 11,115.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0070 | JPC PAVEMENT-8 IN | 02084 | SQYD | 23,090.00 | 23,090.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0075 | PAVEMENT ADJUSTMENT (ASPHALT) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 401,420.00 | 0.00 | |||
| 0080 | CL3 ASPH BASE CK PG64-22 | 24904EC | TON | 22,707.00 | 22,707.000 | 252.800 | 1,924.900 | 2,177.700 | 98.00 | 24,774.40 | 213,414.60 | |
| 8015 | NON-SPEC MATERIAL Crushed Stone Base under Paving | 10070NS | DOLL | 0.00 | 0.001 | -4,360.000 | -4,360.000 | 1.00 | -4,360.00 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0003 ROADWAY | |||||||
| 0160 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 979.300 | 979.300 | 38.00 | 37,213.40 | |||
| 0165 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 12,815.00 | 12,815.000 | 374.000 | 2,418.360 | 2,792.360 | 40.00 | 14,960.00 | 111,694.40 | |
| 0170 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0175 | CAP DROP BOX INLET | 01584 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0180 | FLUME INLET TYPE 2 | 01691 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,051.00 | 0.00 | |||
| 0185 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0190 | STANDARD CURB AND GUTTER | 01810 | LF | 3,448.00 | 3,448.000 | 1,016.000 | 1,016.000 | 35.25 | 35,814.00 | |||
| 0195 | ISLAND CURB AND GUTTER | 01825 | LF | 2,079.00 | 2,079.000 | 0.000 | 0.000 | 73.75 | 0.00 | |||
| 0200 | STANDARD INTEGRAL CURB | 01830 | LF | 2,360.00 | 2,360.000 | 60.000 | 60.000 | 11.50 | 690.00 | |||
| 0205 | STANDARD HEADER CURB | 01875 | LF | 1,192.00 | 1,192.000 | 8.000 | 761.000 | 769.000 | 36.11 | 288.88 | 27,768.59 | |
| 0210 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 561.00 | 561.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0215 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 39.00 | 3,900.00 | |||
| 0220 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0225 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0230 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 18.39 | 0.00 | |||
| 0235 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 18.39 | 0.00 | |||
| 0240 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 41.00 | 41.000 | 12.000 | 0.000 | 12.000 | 15.00 | 180.00 | 180.00 | |
| 0245 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 0250 | REMOVE PAVEMENT | 02091 | SQYD | 2,072.00 | 2,072.000 | 59.000 | 59.000 | 30.00 | 1,770.00 | |||
| 0255 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 3,355.00 | 3,355.000 | 136.306 | 1,348.570 | 1,484.876 | 99.00 | 13,494.29 | 147,002.72 | |
| 0260 | PAVED DITCH TYPE 1 MOD | 02155 | SQYD | 11.00 | 11.000 | 13.880 | 13.880 | 750.00 | 10,410.00 | |||
| 0265 | TEMP DITCH | 02159 | LF | 4,750.00 | 4,750.000 | 224.000 | 224.000 | 2.75 | 616.00 | |||
| 0270 | CLEAN TEMP DITCH | 02160 | LF | 2,375.00 | 2,375.000 | 61.000 | 61.000 | 1.00 | 61.00 | |||
| 0275 | ROADWAY EXCAVATION | 02200 | CUYD | 80,429.00 | 80,429.000 | 3,213.210 | 64,453.340 | 67,666.550 | 39.90 | 128,207.07 | 2,699,895.34 | |
| 0280 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 462.00 | 462.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0285 | SPECIAL EXCAVATION | 02204 | CUYD | 300.00 | 300.000 | 300.000 | 300.000 | 76.00 | 22,800.00 | |||
| 0290 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0295 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 6,901.00 | 6,901.000 | 632.500 | 0.000 | 632.500 | 51.26 | 32,421.95 | 32,421.95 | |
| 0300 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0305 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 12.00 | 12.000 | 2.000 | 0.000 | 2.000 | 100.00 | 200.00 | 200.00 | |
| 0310 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 11.00 | 11.000 | 4.000 | 0.000 | 4.000 | 4,500.00 | 18,000.00 | 18,000.00 | |
| 0315 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 0320 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 14.00 | 14.000 | 3.000 | 0.000 | 3.000 | 4,000.00 | 12,000.00 | 12,000.00 | |
| 0325 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0330 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0335 | REMOVE GUARDRAIL | 02381 | LF | 6,894.50 | 6,894.500 | 2,125.000 | 2,125.000 | 6.00 | 12,750.00 | |||
| 0340 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0345 | GUARDRAIL CONNECT SHLD BRIDGE PIER TY A1 | 02384 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0350 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0355 | TEMP GUARDRAIL | 02397 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0360 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0365 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0370 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0375 | WITNESS POST | 02432 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0380 | CHANNEL LINING CLASS II | 02483 | TON | 3,019.00 | 3,019.000 | 225.860 | 1,102.700 | 1,328.560 | 55.00 | 12,422.30 | 73,070.80 | |
| 0385 | CHANNEL LINING CLASS III | 02484 | TON | 3,108.00 | 3,108.000 | 174.600 | 2,329.990 | 2,504.590 | 58.00 | 10,126.80 | 145,266.22 | |
| 0390 | CLEARING AND GRUBBING (21 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.350 | 0.350 | 335,000.00 | 117,250.00 | |||
| 0395 | CONCRETE-CLASS B | 02555 | CUYD | 13.00 | 13.000 | 10.000 | 10.000 | 544.47 | 5,444.70 | |||
| 0400 | CONCRETE-CLASS B | 02555 | CUYD | 281.20 | 281.200 | 248.980 | 248.980 | 544.47 | 135,562.14 | |||
| 0405 | TEMPORARY SIGNS | 02562 | SQFT | 1,200.00 | 1,200.000 | 983.500 | 983.500 | 16.96 | 16,680.16 | |||
| 0410 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | EACH | 1,900.00 | 1,900.000 | 709.000 | 0.000 | 709.000 | 10.50 | 7,444.50 | 7,444.50 | |
| 0415 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 24,205.00 | 24,205.000 | 845.890 | 2,004.940 | 2,850.830 | 1.95 | 1,649.48 | 5,559.11 | |
| 0420 | HANDRAIL-TYPE A-1 | 02611 | LF | 430.00 | 430.000 | 0.000 | 0.000 | 104.00 | 0.00 | |||
| 0425 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.350 | 0.350 | 2,297,475.00 | 804,116.25 | |||
| 0430 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 26,000.00 | 78,000.00 | |||
| 0435 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,000.00 | 0.00 | |||
| 0440 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,850.00 | 1,850.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0445 | SAFELOADING | 02690 | CUYD | 69.00 | 69.000 | 4.300 | 4.300 | 250.00 | 1,075.00 | |||
| 0450 | TEMP SILT FENCE | 02701 | LF | 4,750.00 | 4,750.000 | 300.000 | 918.000 | 1,218.000 | 3.79 | 1,137.00 | 4,616.22 | |
| 0455 | SILT TRAP TYPE A | 02703 | EACH | 20.00 | 20.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0460 | SILT TRAP TYPE B | 02704 | EACH | 20.00 | 20.000 | 11.000 | 54.000 | 65.000 | 125.00 | 1,375.00 | 8,125.00 | |
| 0465 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 12.000 | 17.000 | 29.000 | 125.00 | 1,500.00 | 3,625.00 | |
| 0470 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0475 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 20.00 | 20.000 | 14.000 | 8.000 | 22.000 | 50.00 | 700.00 | 1,100.00 | |
| 0480 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 1.000 | 2.000 | 3.000 | 50.00 | 50.00 | 150.00 | |
| 0485 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,433.00 | 1,433.000 | 119.888 | 393.042 | 512.930 | 90.00 | 10,789.92 | 46,163.70 | |
| 0490 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.350 | 0.350 | 250,000.00 | 87,500.00 | |||
| 0495 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0500 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0505 | MASONRY COATING | 02998 | SQYD | 534.00 | 534.000 | 158.000 | 0.000 | 158.000 | 22.00 | 3,476.00 | 3,476.00 | |
| 0510 | TUBULAR MARKERS | 03225 | EACH | 80.00 | 80.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0515 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,764.00 | 11,764.000 | 4,260.000 | 12,508.055 | 16,768.055 | 1.90 | 8,094.00 | 31,859.30 | |
| 0520 | TEMP MULCH | 05952 | SQYD | 61,491.00 | 61,491.000 | 62,322.602 | 62,322.602 | 0.33 | 20,566.45 | |||
| 0525 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 46,118.00 | 46,118.000 | 2,454.320 | 2,454.320 | 0.34 | 834.46 | |||
| 0530 | INITIAL FERTILIZER | 05963 | TON | 5.30 | 5.300 | 0.778 | 0.874 | 1.652 | 1,500.00 | 1,167.00 | 2,478.00 | |
| 0535 | MAINTENANCE FERTILIZER | 05964 | TON | 3.20 | 3.200 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0540 | SEEDING AND PROTECTION | 05985 | SQYD | 85,651.00 | 85,651.000 | 10,770.500 | 4,372.220 | 15,142.720 | 0.49 | 5,277.54 | 7,419.93 | |
| 0545 | SODDING | 05990 | SQYD | 6,368.00 | 6,368.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0550 | AGRICULTURAL LIMESTONE | 05992 | TON | 57.20 | 57.200 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0555 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 126.00 | 126.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0560 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 44,850.00 | 44,850.000 | 4,877.000 | 13,199.000 | 18,076.000 | 0.30 | 1,463.10 | 5,422.80 | |
| 0565 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 112,750.00 | 112,750.000 | 200.000 | 0.000 | 200.000 | 0.35 | 70.00 | 70.00 | |
| 0570 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0575 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 15,040.00 | 15,040.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0580 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 10,560.00 | 10,560.000 | 578.000 | 578.000 | 3.50 | 2,023.00 | |||
| 0585 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 880.00 | 880.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0590 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 720.00 | 720.000 | 23.000 | 23.000 | 12.42 | 285.66 | |||
| 0595 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 314.00 | 314.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0600 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 105.00 | 105.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0605 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 258.00 | 258.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0610 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0615 | CONCRETE-CLASS A | 08100 | CUYD | 59.10 | 59.100 | 3.240 | 59.100 | 62.340 | 685.04 | 2,219.52 | 42,705.39 | |
| 0620 | STEEL REINFORCEMENT | 08150 | LB | 1,456.00 | 1,456.000 | 1,455.000 | 1,455.000 | 3.75 | 5,456.25 | |||
| 0625 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 28,000.00 | 0.00 | |||
| 0630 | OBJECT MARKER TY 3 | 20191ED | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0635 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,910.00 | 1,910.000 | 0.000 | 0.000 | 20.97 | 0.00 | |||
| 0640 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 490.00 | 490.000 | 8.000 | 0.000 | 8.000 | 55.00 | 440.00 | 440.00 | |
| 0645 | R/W MONUMENT TYPE 3 | 24540 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0650 | R/W MONUMENT TYPE 3A | 24541 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0655 | CONCRETE ISLAND | 24651ED | SQYD | 1,347.00 | 1,347.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0660 | PIPELINE INSPECTION | 24814EC | LF | 4,940.00 | 4,940.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0665 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 8001 | CONDUIT-1 1/4 IN | 04793 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 12.93 | 0.00 | |||
| 8002 | CONDUIT-2 IN | 04795 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 39.99 | 0.00 | |||
| 8003 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 10.73 | 0.00 | |||
| 8004 | PIEZOELECTRIC SENSOR | 04829 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,689.50 | 0.00 | |||
| 8005 | LOOP WIRE | 04830 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 8006 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 8007 | GALVANIZED STEEL CABINET | 20359NN | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,210.00 | 0.00 | |||
| 8008 | WOOD POST | 20360ES818 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 484.00 | 0.00 | |||
| 8010 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,084.50 | 0.00 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0004 ROADWAY - ALT 1 - ASPHALT | |||||||
| 0670 | BREAKING AND SEATING PAVEMENT | 02107 | SQYD | 32,013.00 | 32,013.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0675 | CROSSOVER | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 250,000.00 | 0.00 | |||
| 0680 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 24,363.00 | 24,363.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0685 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 10,932.00 | 10,932.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0690 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,056.00 | 1,056.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0695 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 10,869.00 | 10,869.000 | 0.000 | 0.000 | 7.80 | 0.00 | |||
| 0700 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 5,514.00 | 5,514.000 | 0.000 | 0.000 | 7.80 | 0.00 | |||
| 0705 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 85.00 | 85.000 | 0.000 | 0.000 | 15.60 | 0.00 | |||
| 0710 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 846.00 | 846.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0715 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,735.00 | 1,735.000 | 0.000 | 0.000 | 8.40 | 0.00 | |||
| 0720 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 95.00 | 95.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0725 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0730 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 345.00 | 0.00 | |||
| 0735 | FUEL ADJUSTMENT | 10020NS | DOLL | 141,498.00 | 141,498.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0740 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 246,727.00 | 246,727.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0745 | PAVE MARK TY 1 TAPE CROSS-HATCH | 23253ES717 | SQFT | 1,380.00 | 1,380.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0750 | PAVE MARK TY 1 TAPE -ONLY | 23256ES717 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0755 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | LF | 389.00 | 389.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0760 | PAVE MARK TY 1 TAPE-COMBO ARROW | 23269ES717 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0765 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 0770 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0775 | DURABLE WATERBORNE MARKING-4 IN W | 24401EC | LF | 14,304.00 | 14,304.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0780 | DURABLE WATERBORNE MARKING-4 IN Y | 24402EC | LF | 13,338.00 | 13,338.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0785 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 660.00 | 660.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0006 DRAINAGE | |||||||
| 0900 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 35.00 | 35.000 | 2.000 | 0.000 | 2.000 | 89.17 | 178.34 | 178.34 | |
| 0905 | ENTRANCE PIPE-15 IN | 00440 | LF | 261.00 | 261.000 | 291.000 | 291.000 | 77.00 | 22,407.00 | |||
| 0910 | ENTRANCE PIPE-18 IN | 00441 | LF | 117.00 | 117.000 | 156.000 | 156.000 | 110.00 | 17,160.00 | |||
| 0915 | ENTRANCE PIPE-24 IN | 00443 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 150.00 | 12,750.00 | |||
| 0920 | CULVERT PIPE-15 IN | 00461 | LF | 95.00 | 95.000 | 23.000 | 23.000 | 275.00 | 6,325.00 | |||
| 0925 | CULVERT PIPE-18 IN | 00462 | LF | 1,785.00 | 1,785.000 | 1,492.000 | 1,492.000 | 170.00 | 253,640.00 | |||
| 0930 | CULVERT PIPE-24 IN | 00464 | LF | 173.00 | 173.000 | 251.000 | 251.000 | 470.00 | 117,970.00 | |||
| 0935 | CULVERT PIPE-30 IN | 00466 | LF | 314.00 | 314.000 | 339.000 | 339.000 | 180.00 | 61,020.00 | |||
| 0940 | CULVERT PIPE-36 IN | 00468 | LF | 62.00 | 62.000 | 16.000 | 20.000 | 36.000 | 444.00 | 7,104.00 | 15,984.00 | |
| 0945 | CULVERT PIPE-72 IN | 00474 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 490.00 | 39,200.00 | |||
| 0950 | STORM SEWER PIPE-15 IN | 00521 | LF | 684.00 | 684.000 | 11.500 | 706.500 | 718.000 | 92.00 | 1,058.00 | 66,056.00 | |
| 0955 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,830.00 | 1,830.000 | 1,683.000 | 1,683.000 | 155.00 | 260,865.00 | |||
| 0960 | STORM SEWER PIPE-24 IN | 00524 | LF | 270.00 | 270.000 | 229.000 | 229.000 | 185.00 | 42,365.00 | |||
| 0965 | STORM SEWER PIPE-30 IN | 00526 | LF | 134.00 | 134.000 | 92.000 | 92.000 | 350.00 | 32,200.00 | |||
| 0970 | STORM SEWER PIPE-36 IN | 00528 | LF | 60.00 | 60.000 | 51.500 | 51.500 | 360.00 | 18,540.00 | |||
| 0975 | STORM SEWER PIPE-42 IN | 00529 | LF | 205.00 | 205.000 | 195.000 | 195.000 | 500.00 | 97,500.00 | |||
| 0980 | PERFORATED PIPE-4 IN | 01000 | LF | 19,304.00 | 19,304.000 | 1,790.000 | 755.000 | 2,545.000 | 15.00 | 26,850.00 | 38,175.00 | |
| 0985 | PERFORATED PIPE-6 IN | 01001 | LF | 3,344.00 | 3,344.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0990 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,271.00 | 1,271.000 | 136.000 | 112.000 | 248.000 | 20.00 | 2,720.00 | 4,960.00 | |
| 0995 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1000 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 9.00 | 9.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 1005 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 21.00 | 21.000 | 5.000 | 0.000 | 5.000 | 1,500.00 | 7,500.00 | 7,500.00 | |
| 1010 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1015 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1020 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 1025 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 16.00 | 16.000 | 17.000 | 17.000 | 2,000.00 | 34,000.00 | |||
| 1030 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 1035 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2.000 | 4,500.00 | 4,500.00 | 9,000.00 | |
| 1040 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2.000 | 5,000.00 | 5,000.00 | 10,000.00 | |
| 1045 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 1050 | METAL END SECTION TY 2-18 IN | 01381 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,600.00 | 0.00 | |||
| 1055 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 10.00 | 10.000 | 1.000 | 12.000 | 13.000 | 2,600.00 | 2,600.00 | 33,800.00 | |
| 1060 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 1065 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 13.00 | 13.000 | 6.000 | 6.000 | 5,500.00 | 33,000.00 | |||
| 1070 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 6,700.00 | 6,700.00 | |||
| 1075 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,400.00 | 18,800.00 | |||
| 1080 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 12,000.00 | 12,000.00 | 12,000.00 | |
| 1085 | CURB BOX INLET TYPE A | 01456 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,700.00 | 20,100.00 | |||
| 1090 | CURB BOX INLET TYPE B | 01480 | EACH | 16.00 | 16.000 | 14.000 | 14.000 | 6,700.00 | 93,800.00 | |||
| 1095 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 1100 | DROP BOX INLET TYPE 1 | 01490 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 7,200.00 | 43,200.00 | |||
| 1105 | DROP BOX INLET TYPE 5B | 01505 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 9,200.00 | 46,000.00 | |||
| 1110 | DROP BOX INLET TYPE 5F | 01517 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 8,900.00 | 35,600.00 | |||
| 1115 | DROP BOX INLET TYPE 7 | 01538 | EACH | 3.00 | 3.000 | 2.500 | 2.500 | 7,900.00 | 19,750.00 | |||
| 1120 | DROP BOX INLET TYPE 11 | 01544 | EACH | 17.00 | 17.000 | 16.000 | 16.000 | 4,000.00 | 64,000.00 | |||
| 1125 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,700.00 | 8,700.00 | |||
| 1130 | JUNCTION BOX | 01650 | EACH | 14.00 | 14.000 | 1.000 | 15.000 | 16.000 | 4,000.00 | 4,000.00 | 64,000.00 | |
| 1135 | JUNCTION BOX-SPECIAL | 01653 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 1140 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 40.00 | 40.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 1145 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 1150 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1155 | MANHOLE TYPE B | 01761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,500.00 | 17,000.00 | |||
| 1160 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1165 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 4,519.00 | 4,519.000 | 154.160 | 13,411.620 | 13,565.780 | 2.00 | 308.32 | 27,131.56 | |
| 1170 | CONCRETE-CLASS A | 08100 | CUYD | 42.76 | 42.760 | 10.150 | 10.150 | 1,312.00 | 13,316.80 | |||
| 1175 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 1180 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,600.00 | 0.00 | |||
| 1185 | PIPE CULVERT HEADWALL-72 IN | 24025EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 15,000.00 | 30,000.00 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0007 BRIDGE - #27653 RCBC | |||||||
| 1190 | GRANULAR EMBANKMENT | 02223 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1195 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 181.00 | 181.000 | 78.452 | 78.452 | 150.00 | 11,767.80 | |||
| 1200 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1205 | CONCRETE-CLASS A | 08100 | CUYD | 73.30 | 73.300 | 73.300 | 73.300 | 975.00 | 71,467.50 | |||
| 1210 | STEEL REINFORCEMENT | 08150 | LB | 6,526.00 | 6,526.000 | 6,526.000 | 6,526.000 | 2.50 | 16,315.00 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0008 BRIDGE - #27652 KY1223 OVER HORSE CREEK | |||||||
| 1215 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 67.00 | 67.000 | 67.000 | 67.000 | 100.00 | 6,700.00 | |||
| 1220 | MASONRY COATING | 02998 | SQYD | 183.00 | 183.000 | 174.200 | 174.200 | 12.00 | 2,090.40 | |||
| 1225 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 100.00 | 5,200.00 | |||
| 1230 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 462.00 | 462.000 | 462.000 | 462.000 | 45.00 | 20,790.00 | |||
| 1235 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 38.00 | 38.000 | 38.000 | 38.000 | 250.00 | 9,500.00 | |||
| 1240 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 110.00 | 110.000 | 100.960 | 100.960 | 60.00 | 6,057.60 | |||
| 1245 | CONCRETE-CLASS A | 08100 | CUYD | 151.00 | 151.000 | 150.000 | 150.000 | 1,000.00 | 150,000.00 | |||
| 1250 | CONCRETE-CLASS AA | 08104 | CUYD | 27.90 | 27.900 | 27.000 | 27.000 | 1,900.00 | 51,300.00 | |||
| 1255 | STEEL REINFORCEMENT | 08150 | LB | 14,250.00 | 14,250.000 | 14,250.000 | 14,250.000 | 1.60 | 22,800.00 | |||
| 1260 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 6,250.00 | 6,250.000 | 6,250.000 | 6,250.000 | 2.15 | 13,437.50 | |||
| 1265 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 94.50 | 94.500 | 94.500 | 94.500 | 460.00 | 43,470.00 | |||
| 1270 | RAIL SYSTEM TYPE III | 21532ED | LF | 63.00 | 63.000 | 63.000 | 63.000 | 220.00 | 13,860.00 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0009 SEWER - CORBIN | |||||||
| 1275 | S BYPASS PUMPING | 15000 | EACH | 21.00 | 21.000 | 19.000 | 19.000 | 1,500.00 | 28,500.00 | |||
| 1280 | S ENCASEMENT STEEL BORED RANGE 1 | 15014 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 358.37 | 21,502.20 | |||
| 1285 | S ENCASEMENT STEEL BORED RANGE 3 | 15016 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 401.26 | 24,075.60 | |||
| 1290 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 90.00 | 90.000 | 78.000 | 78.000 | 641.23 | 50,015.94 | |||
| 1295 | S ENCASEMENT STEEL BORED RANGE 5 | 15018 | LF | 75.00 | 75.000 | 60.000 | 60.000 | 662.18 | 39,730.80 | |||
| 1300 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 175.00 | 175.000 | 40.000 | 350.000 | 390.000 | 488.21 | 19,528.40 | 190,401.90 | |
| 1305 | S ENCASEMENT STEEL OPEN CUT RANGE 5 | 15024 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 507.58 | 91,364.40 | |||
| 1310 | S FORCE MAIN PVC 02 INCH | 15057 | LF | 615.00 | 615.000 | 821.000 | 821.000 | 52.03 | 42,716.63 | |||
| 1315 | S FORCE MAIN PVC 03 INCH | 15058 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 56.07 | 0.00 | |||
| 1320 | S FORCE MAIN PVC 06 INCH | 15060 | LF | 620.00 | 620.000 | 609.000 | 609.000 | 77.31 | 47,081.79 | |||
| 1325 | S FORCE MAIN TIE-IN 02 INCH | 15071 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 2,484.48 | 7,453.44 | |||
| 1330 | S FORCE MAIN TIE-IN 03 INCH | 15072 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,974.70 | 0.00 | |||
| 1335 | S FORCE MAIN TIE-IN 06 INCH | 15074 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,199.28 | 4,199.28 | |||
| 1340 | S FORCE MAIN TIE-IN 12 INCH | 15077 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 6,191.25 | 24,765.00 | |||
| 1345 | S FORCE MAIN VALVE GATE | 15084 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,406.03 | 4,812.06 | |||
| 1350 | S LATERAL CLEANOUT | 15086 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 1,121.49 | 6,728.94 | |||
| 1355 | S LATERAL LONG SIDE 06 INCH | 15088 | EACH | 5.00 | 5.000 | 3.000 | 9.000 | 12.000 | 4,810.00 | 14,430.00 | 57,720.00 | |
| 1360 | S MANHOLE | 15092 | EACH | 35.00 | 35.000 | 1.000 | 32.000 | 33.000 | 4,467.00 | 4,467.00 | 147,411.00 | |
| 1365 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 17.00 | 17.000 | 22.000 | 22.000 | 1,215.00 | 26,730.00 | |||
| 1370 | S MANHOLE CASTING STANDARD | 15095 | EACH | 35.00 | 35.000 | 1.000 | 32.000 | 33.000 | 482.87 | 482.87 | 15,934.71 | |
| 1375 | S PIPE PVC 08 INCH | 15112 | LF | 2,454.00 | 2,454.000 | 273.000 | 1,852.500 | 2,125.500 | 114.25 | 31,190.25 | 242,838.37 | |
| 1380 | S PIPE PVC 10 INCH | 15113 | LF | 1,271.00 | 1,271.000 | 1,252.500 | 1,252.500 | 165.39 | 207,150.97 | |||
| 1385 | S PIPE PVC 12 INCH | 15114 | LF | 876.00 | 876.000 | 657.000 | 657.000 | 360.56 | 236,887.92 | |||
| 1390 | S SPECIAL ITEM - S CAP EXISTING MAIN | 15120 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,316.25 | 9,265.00 | |||
| 1395 | S FORCE MAIN DUCTILE IRON 12 INCH INST | 15516 | LF | 710.00 | 710.000 | 740.000 | 740.000 | 125.44 | 92,825.60 | |||
| 1400 | S PIPE DUCTILE IRON 08 INCH INST | 15579 | LF | 38.00 | 38.000 | 39.000 | 39.000 | 110.00 | 4,290.00 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0010 SIGNALIZATION | |||||||
| 1405 | TRENCHING AND BACKFILLING | 04820 | LF | 370.00 | 370.000 | 0.000 | 0.000 | 8.09 | 0.00 | |||
| 1410 | CABLE-NO. 14/7C | 04845 | LF | 8,905.00 | 8,905.000 | 4,700.000 | 4,700.000 | 1.82 | 8,554.00 | |||
| 1415 | MESSENGER-15400 LB | 04886 | LF | 3,435.00 | 3,435.000 | 165.000 | 0.000 | 165.000 | 8.59 | 1,417.35 | 1,417.35 | |
| 1420 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 28.00 | 28.000 | 3.000 | 12.000 | 15.000 | 1,097.19 | 3,291.57 | 16,457.85 | |
| 1425 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 76.00 | 76.000 | 4.000 | 4.000 | 657.15 | 2,628.60 | |||
| 1430 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 404.40 | 0.00 | |||
| 1435 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 379.13 | 0.00 | |||
| 1440 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 65.00 | 65.000 | 3.000 | 27.000 | 30.000 | 454.95 | 1,364.85 | 13,648.50 | |
| 1445 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 13.00 | 13.000 | 1.000 | 2.000 | 3.000 | 454.95 | 454.95 | 1,364.85 | |
| 1450 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 505.50 | 1,516.50 | |||
| 1455 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,527.50 | 0.00 | |||
| 1460 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 118.30 | 118.300 | 30.500 | 52.500 | 83.000 | 758.25 | 23,126.62 | 62,934.75 | |
| 1465 | INSTALL PEDESTAL POST | 23235EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,527.50 | 0.00 | |||
| 1470 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 20.00 | 20.000 | 0.000 | 0.000 | 8.59 | 0.00 | |||
| 1475 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 560.00 | 560.000 | 0.000 | 0.000 | 11.63 | 0.00 | |||
| 1480 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 7.00 | 7.000 | 1.000 | 3.000 | 4.000 | 25,433.72 | 25,433.72 | 101,734.88 | |
| 1485 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 6,571.50 | 0.00 | |||
| 1490 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 26.00 | 26.000 | 3.000 | 10.000 | 13.000 | 1,516.50 | 4,549.50 | 19,714.50 | |
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0011 WATERLINE - BARBOURVILLE | |||||||
| 1495 | W AIR RELEASE VALVE 1 INCH | 14000 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,519.63 | 1,519.63 | |||
| 1500 | W CAP EXISTING MAIN | 14003 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,056.67 | 12,226.68 | |||
| 1505 | W ENCASEMENT STEEL BORED RANGE 6 | 14011 | LF | 690.00 | 690.000 | 315.000 | 315.000 | 783.86 | 246,915.90 | |||
| 1510 | W ENCASEMENT STEEL OPEN CUT RANGE 6 | 14017 | LF | 390.00 | 390.000 | 635.000 | 635.000 | 593.73 | 377,018.55 | |||
| 1515 | W TIE-IN SPECIAL | 14101 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,354.29 | 25,417.16 | |||
| 1520 | W VALVE SPECIAL | 14124 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 8,021.83 | 40,109.15 | |||
| 1525 | W ENCASEMENT SPECIAL -3' WIDE X 6" THICK CONCRETE CAP | 14126 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1530 | W PIPE DUCTILE IRON SPECIAL INST - 18 INCH | 14542 | LF | 4,725.00 | 4,725.000 | 5,120.000 | 5,120.000 | 128.00 | 655,360.00 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0012 WATERLINE - CORBIN | |||||||
| 1535 | W CAP EXISTING MAIN | 14003 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,994.76 | 9,973.80 | |||
| 1540 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 573.16 | 57,316.00 | |||
| 1545 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 190.00 | 190.000 | 240.000 | 240.000 | 638.66 | 153,278.40 | |||
| 1550 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 7,944.43 | 15,888.86 | |||
| 1555 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,501.70 | 16,505.10 | |||
| 1560 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,889.00 | 21,778.00 | |||
| 1565 | W VALVE 08 INCH | 14106 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,070.18 | 5,070.18 | |||
| 1570 | W PIPE DUCTILE IRON 08 INCH INST | 14524 | LF | 555.00 | 555.000 | 677.000 | 677.000 | 107.12 | 72,520.24 | |||
| 1575 | W PIPE DUCTILE IRON 12 INCH INST | 14526 | LF | 425.00 | 425.000 | 425.000 | 425.000 | 125.47 | 53,324.75 | |||
| 1580 | W SPECIAL ITEM INST (12 INCH LINE STOP) | 14636 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 11,107.02 | 22,214.04 | |||
| 1585 | W SPECIAL ITEM INST (8 INCH LINE STOP) | 14636 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,752.45 | 20,257.35 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0013 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1590 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,490,000.00 | 1,490,000.00 | |||
| 1595 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 450,000.00 | 0.00 | |||
| Project | DE063025E2233 | Fed/State Project Number | NHPP 0251 (037) | Category | 0014 WATERLINE - LAUREL CO WATER DISTRICT #2 | |||||||
| 1600 | W CAP EXISTING MAIN | 14003 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,603.75 | 1,603.75 | |||
| 1605 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 95.00 | 95.000 | 95.000 | 95.000 | 213.80 | 20,311.00 | |||
| 1610 | W PIPE PVC 06 INCH | 14059 | LF | 130.00 | 130.000 | 174.000 | 174.000 | 77.32 | 13,453.68 | |||
| 1615 | W PIPE PVC SPECIAL | 14066 | LF | 75.00 | 75.000 | 66.000 | 66.000 | 95.20 | 6,283.20 | |||
| 1620 | W TIE-IN 06 INCH | 14094 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,330.00 | 4,660.00 | |||
| SUBTOT | $899,502.67 |
$13,458,183.99 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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