|
Report_Id: 201323 Est NO 0057 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 201323 | Estimate Number | 0057 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04320) Farmer, Thomas Eric | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 01/13/2024 TO 08/23/2024 | ||||||
| Date Approved | 09/02/2024 | ||||||
| Primary Proj Number | DE1090NEW2023 | ||||||
| Project No. | NHPP 6000 (148) | ||||||
| Primary County | TAYLOR | ||||||
| Name of Road | CAMPBELLSVILLE BYPASS/HEARTLAND PARKWAY | ||||||
| Description | IMPROVE MOBILITY AND CONNECTIVITY FROM KY70 TO US68 (SECTION 2). | ||||||
| Date Let | 12/11/2020 | Formal Acceptance | |||||
| Date Awarded | 12/18/2020 | Date Work Began | 03/22/2021 | ||||
| Date Contract Executed | 01/13/2021 | Open To Traffic | |||||
| Date NTP Issued | 01/13/2021 | Actual Completion Date | 06/28/2023 | ||||
| Current Contract Amount | $11,292,021.31 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,099,082.51 |
Total Earnings | $10,994,803.66 |
$9,544,803.66 |
$1,450,000.00 |
|
| Percent Complete | 97.37 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $297,217.65 |
Gross Earnings | $10,994,803.66 |
$9,544,803.66 |
$1,450,000.00 |
|
| Total Change Orders | $2,192,938.80 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $10,994,803.66 |
$9,544,803.66 |
$1,450,000.00 |
|||
| Contract Id | 201323 | Change Order Summary |
County | TAYLOR | ||||||
| Estimate Nbr | 0057 | Project Number | NHPP 6000 (148) | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 01/13/2024 TO 08/23/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Pipe Undercut and 8" pipe | Approved | 12/01/2021 | $7,938.00 | 3.0 | |||||
| 002 | Non-Spec Fence Material and Costtrax Software | Approved | 01/18/2023 | $5,250.00 | 0.0 | |||||
| 003 | Covid Request, Stabilization Modification, and Item Overruns | Approved | 08/11/2023 | $345,756.94 | 50.0 | |||||
| 004 | Fuel and Asphalt Adjustments | Approved | 12/21/2023 | $383,993.86 | 0.0 | |||||
| 005 | Lot Pay Adjustment Override | Approved | 01/04/2024 | $0.00 | 1.0 | |||||
| 006 | Administrative Settlement | Approved | 08/23/2024 | $1,450,000.00 | 42.0 | |||||
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 | 201323 | COMMONWEALTH OF KENTUCKY |
County | TAYLOR | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE1090NEW2023 | ||||||
| Estimate Nbr | 0057 | Period | 01/13/2024 TO 08/23/2024 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | DE1090NEW2023 | Fed/State Project Number | NHPP 6000 (148) | 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 | DE1090NEW2023 | Fed/State Project Number | NHPP 6000 (148) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 47,925.00 | 47,925.000 | 43,338.850 | 43,338.850 | 18.90 | 819,104.26 | |||
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 79,791.00 | 0.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 0015 | LIME | 00014 | TON | 1,421.00 | 0.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,312.00 | 1,312.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 320.00 | 320.000 | 283.990 | 283.990 | 90.00 | 25,559.10 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 39.00 | 39.000 | 32.040 | 32.040 | 835.00 | 26,753.40 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,615.00 | 1,615.000 | 2,313.850 | 2,313.850 | 69.15 | 160,002.72 | |||
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 26,886.00 | 26,886.000 | 24,806.330 | 24,806.330 | 65.55 | 1,626,054.93 | |||
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 775.00 | 775.000 | 1,585.580 | 1,585.580 | 78.04 | 123,738.66 | |||
| 0050 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,880.00 | 6,880.000 | 6,384.540 | 6,384.540 | 77.62 | 495,567.99 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 36.00 | 36.000 | 54.350 | 54.350 | 650.00 | 35,327.50 | |||
| 0060 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 6,000.00 | 6,000.000 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 0065 | SAND FOR BLOTTER | 02702 | TON | 210.00 | 210.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 8004 | CEMENT | 02542 | TON | 0.00 | 1,450.000 | 1,448.310 | 1,448.310 | 241.00 | 349,042.71 | |||
| 8005 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 0.00 | 79,791.000 | 74,037.650 | 74,037.650 | 3.00 | 222,112.95 | |||
| 8006 | ASPHALT CURING SEAL | 00358 | TON | 0.00 | 95.000 | 93.560 | 93.560 | 760.00 | 71,105.60 | |||
| 8010 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 7,762.110 | 7,762.110 | 1.00 | 7,762.11 | |||
| 8011 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 1,450,000.000 | 1,450,000.000 | 0.000 | 1,450,000.000 | 1.00 | 1,450,000.00 | 1,450,000.00 | |
| Project | DE1090NEW2023 | Fed/State Project Number | NHPP 6000 (148) | Category | 0003 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,820.00 | 8,330.770 | 6,660.030 | 6,660.030 | 18.85 | 125,541.56 | |||
| 0075 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 60.00 | 60.000 | 81.000 | 81.000 | 10.00 | 810.00 | |||
| 0080 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 182.00 | 1,820.00 | |||
| 0085 | REMOVE PAVEMENT | 02091 | SQYD | 1,696.00 | 1,696.000 | 1,690.270 | 1,690.270 | 1.80 | 3,042.48 | |||
| 0090 | TEMP DITCH | 02159 | LF | 7,617.00 | 7,617.000 | 1,706.000 | 1,706.000 | 1.10 | 1,876.60 | |||
| 0095 | CLEAN TEMP DITCH | 02160 | LF | 3,809.00 | 3,809.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0100 | ROADWAY EXCAVATION | 02200 | CUYD | 429,122.00 | 429,122.000 | 465,774.930 | 465,774.930 | 4.08 | 1,900,361.71 | |||
| 0105 | WATER | 02242 | MGAL | 200.00 | 200.000 | 23.000 | 23.000 | 0.01 | 0.23 | |||
| 0110 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 33,552.00 | 33,552.000 | 33,005.000 | 33,005.000 | 5.75 | 189,778.75 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,862.50 | 3,862.500 | 3,991.500 | 3,991.500 | 17.50 | 69,851.25 | |||
| 0120 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 1,900.00 | 13,300.00 | |||
| 0130 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 161.00 | 161.000 | 161.000 | 161.000 | 110.50 | 17,790.50 | |||
| 0135 | WITNESS POST | 02432 | EACH | 75.00 | 75.000 | 75.000 | 75.000 | 55.50 | 4,162.50 | |||
| 0140 | CHANNEL LINING CLASS II | 02483 | TON | 2,276.00 | 2,276.000 | 2,731.460 | 2,731.460 | 26.00 | 71,017.96 | |||
| 0145 | CHANNEL LINING CLASS IV | 02488 | CUYD | 2,372.00 | 2,372.000 | 4,337.000 | 4,337.000 | 6.25 | 27,106.25 | |||
| 0150 | CLEARING AND GRUBBING (121 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 62,600.00 | 62,600.00 | |||
| 0155 | CONCRETE-CLASS B | 02555 | CUYD | 119.00 | 119.000 | 89.460 | 89.460 | 243.00 | 21,738.78 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 1,183.00 | 1,183.000 | 938.000 | 938.000 | 8.48 | 7,954.24 | |||
| 0165 | EDGE KEY | 02585 | LF | 128.00 | 128.000 | 194.500 | 194.500 | 75.00 | 14,587.50 | |||
| 0170 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 6,241.00 | 21,368.220 | 15,127.220 | 15,127.220 | 1.30 | 19,665.38 | |||
| 0175 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 69,000.00 | 69,000.00 | |||
| 0180 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0185 | SHOULDER RUMBLE STRIPS | 02696 | LF | 31,003.00 | 31,003.000 | 30,262.000 | 30,262.000 | 0.22 | 6,657.64 | |||
| 0190 | TEMP SILT FENCE | 02701 | LF | 7,617.00 | 7,617.000 | 3,791.000 | 3,791.000 | 3.25 | 12,320.75 | |||
| 0195 | SILT TRAP TYPE A | 02703 | EACH | 121.00 | 121.000 | 11.000 | 11.000 | 125.00 | 1,375.00 | |||
| 0200 | SILT TRAP TYPE B | 02704 | EACH | 121.00 | 121.000 | 120.000 | 120.000 | 241.00 | 28,920.00 | |||
| 0205 | SILT TRAP TYPE C | 02705 | EACH | 121.00 | 121.000 | 21.000 | 21.000 | 0.01 | 0.21 | |||
| 0210 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 121.00 | 121.000 | 4.000 | 4.000 | 31.00 | 124.00 | |||
| 0215 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 121.00 | 121.000 | 275.000 | 275.000 | 31.00 | 8,525.00 | |||
| 0220 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 121.00 | 121.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0225 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 68,130.00 | 68,130.00 | |||
| 0230 | EROSION CONTROL BLANKET | 05950 | SQYD | 19,825.00 | 19,825.000 | 54,203.000 | 54,203.000 | 1.25 | 67,753.75 | |||
| 0235 | TEMP MULCH | 05952 | SQYD | 389,781.00 | 389,781.000 | 266,281.000 | 266,281.000 | 0.20 | 53,256.20 | |||
| 0240 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 292,336.00 | 292,336.000 | 122,816.000 | 122,816.000 | 0.20 | 24,563.20 | |||
| 0245 | INITIAL FERTILIZER | 05963 | TON | 6.62 | 6.620 | 6.222 | 6.222 | 650.00 | 4,044.30 | |||
| 0250 | MAINTENANCE FERTILIZER | 05964 | TON | 11.05 | 11.050 | 10.250 | 10.250 | 650.00 | 6,662.50 | |||
| 0255 | SEEDING AND PROTECTION | 05985 | SQYD | 213,760.00 | 213,760.000 | 294,951.000 | 294,951.000 | 0.40 | 117,980.40 | |||
| 0260 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 30,545.00 | 30,545.000 | 20,678.000 | 20,678.000 | 0.25 | 5,169.50 | |||
| 0265 | AGRICULTURAL LIMESTONE | 05992 | TON | 132.51 | 132.510 | 87.910 | 87.910 | 75.00 | 6,593.25 | |||
| 0270 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,000.00 | 30,000.000 | 19,728.000 | 19,728.000 | 0.25 | 4,932.00 | |||
| 0275 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,824.00 | 4,824.000 | 9,376.000 | 9,376.000 | 0.25 | 2,344.00 | |||
| 0280 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 33,272.00 | 33,272.000 | 46,485.000 | 46,485.000 | 1.00 | 46,485.00 | |||
| 0285 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 12,911.00 | 12,911.000 | 22,821.000 | 22,821.000 | 1.00 | 22,821.00 | |||
| 0290 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 661.00 | 661.000 | 206.000 | 206.000 | 6.00 | 1,236.00 | |||
| 0295 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 27.00 | 27.000 | 47.000 | 47.000 | 80.00 | 3,760.00 | |||
| 0300 | FUEL ADJUSTMENT | 10020NS | DOLL | 152,624.00 | 327,674.630 | 327,769.620 | 327,769.620 | 1.00 | 327,769.62 | |||
| 0305 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 136,289.00 | 345,232.230 | 345,599.690 | 345,599.690 | 1.00 | 345,599.69 | |||
| 0310 | OBJECT MARKER TY 3 | 20191ED | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 125.00 | 875.00 | |||
| 0315 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 15,188.00 | 15,188.000 | 14,032.000 | 14,032.000 | 0.17 | 2,385.44 | |||
| 0320 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 1,751.00 | 1,751.000 | 1,392.000 | 1,392.000 | 2.00 | 2,784.00 | |||
| 0325 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 6,811.00 | 6,811.000 | 298.000 | 298.000 | 7.00 | 2,086.00 | |||
| 0330 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 61.00 | 61.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0335 | OBJECT MARKER TYPE 4 | 24805ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 8002 | NON-SPEC MATERIAL Right of Way Fence Brace Posts | 10070NS | DOLL | 0.00 | 0.001 | -38,584.800 | -38,584.800 | 1.00 | -38,584.80 | |||
| 8003 | EW~ Equipmentwatch Costtrax Software | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,250.00 | 5,250.00 | |||
| 8007 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 17,622.690 | 17,622.690 | 17,622.690 | 1.00 | 17,622.69 | |||
| 8008 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 6,216.910 | 6,216.910 | 6,216.910 | 1.00 | 6,216.91 | |||
| 8009 | REMOVE FENCE | 02265 | LF | 0.00 | 1,642.000 | 1,707.000 | 1,707.000 | 4.72 | 8,057.04 | |||
| Project | DE1090NEW2023 | Fed/State Project Number | NHPP 6000 (148) | Category | 0004 DRAINAGE | |||||||
| 0340 | ENTRANCE PIPE-15 IN | 00440 | LF | 462.00 | 462.000 | 315.000 | 315.000 | 59.00 | 18,585.00 | |||
| 0345 | ENTRANCE PIPE-18 IN | 00441 | LF | 80.00 | 80.000 | 98.000 | 98.000 | 65.00 | 6,370.00 | |||
| 0350 | ENTRANCE PIPE-24 IN | 00443 | LF | 131.00 | 131.000 | 131.000 | 131.000 | 68.70 | 8,999.70 | |||
| 0355 | CULVERT PIPE-18 IN | 00462 | LF | 840.00 | 840.000 | 792.000 | 792.000 | 65.10 | 51,559.20 | |||
| 0360 | CULVERT PIPE-24 IN | 00464 | LF | 482.00 | 482.000 | 482.000 | 482.000 | 78.00 | 37,596.00 | |||
| 0365 | CULVERT PIPE-30 IN | 00466 | LF | 696.00 | 696.000 | 696.000 | 696.000 | 117.25 | 81,606.00 | |||
| 0370 | CULVERT PIPE-36 IN | 00468 | LF | 743.00 | 743.000 | 743.000 | 743.000 | 119.00 | 88,417.00 | |||
| 0375 | CULVERT PIPE-42 IN | 00469 | LF | 236.00 | 236.000 | 236.000 | 236.000 | 160.00 | 37,760.00 | |||
| 0380 | CULVERT PIPE-48 IN | 00470 | LF | 460.00 | 460.000 | 460.000 | 460.000 | 178.00 | 81,880.00 | |||
| 0385 | CULVERT PIPE-54 IN | 00471 | LF | 285.00 | 285.000 | 285.000 | 285.000 | 302.50 | 86,212.50 | |||
| 0390 | PERFORATED PIPE-4 IN | 01000 | LF | 3,035.00 | 3,035.000 | 2,764.000 | 2,764.000 | 8.25 | 22,803.00 | |||
| 0395 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 200.00 | 200.000 | 160.000 | 160.000 | 6.00 | 960.00 | |||
| 0400 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 703.00 | 703.00 | |||
| 0405 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 703.00 | 2,812.00 | |||
| 0410 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 12.00 | 12.000 | 8.000 | 8.000 | 703.00 | 5,624.00 | |||
| 0415 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 703.00 | 1,406.00 | |||
| 0420 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 1,609.00 | 9,654.00 | |||
| 0425 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,700.00 | 15,300.00 | |||
| 0430 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,320.00 | 25,280.00 | |||
| 0435 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 6,546.00 | 39,276.00 | |||
| 0440 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,450.00 | 24,900.00 | |||
| 0445 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7,281.00 | 43,686.00 | |||
| 0450 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 2,895.00 | 26,055.00 | |||
| 0455 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,740.00 | 3,740.00 | |||
| 0460 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,710.00 | 18,840.00 | |||
| 0465 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,632.00 | 13,264.00 | |||
| 0470 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 16,705.00 | 16,705.000 | 8,846.500 | 8,846.500 | 2.00 | 17,693.00 | |||
| 0475 | CONCRETE-CLASS A (REVISED: 12-4-20) | 08100 | CUYD | 19.28 | 19.280 | 18.140 | 18.140 | 2,451.00 | 44,461.14 | |||
| 0480 | ENTRANCE PIPE-36 IN | 22581EN | LF | 103.00 | 103.000 | 103.000 | 103.000 | 111.00 | 11,433.00 | |||
| 0485 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,622.00 | 21,244.00 | |||
| 0490 | PIPELINE INSPECTION | 24814EC | LF | 3,742.00 | 3,742.000 | 3,742.000 | 3,742.000 | 1.90 | 7,109.80 | |||
| 8000 | PIPE UNDERCUT STA 351+55 | 02219 | CUYD | 0.00 | 82.300 | 82.300 | 82.300 | 20.00 | 1,646.00 | |||
| 8001 | NON-PERFORATED PIPE-8 IN STA 350+00 | 01012 | LF | 0.00 | 260.000 | 340.000 | 340.000 | 24.20 | 8,228.00 | |||
| Project | DE1090NEW2023 | Fed/State Project Number | NHPP 6000 (148) | Category | 0005 SIGNALIZATION | |||||||
| 0495 | CONDUIT-1 IN | 04792 | LF | 155.00 | 155.000 | 111.000 | 111.000 | 13.00 | 1,443.00 | |||
| 0500 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 500.00 | 7,000.00 | |||
| 0505 | TRENCHING AND BACKFILLING | 04820 | LF | 1,790.00 | 1,790.000 | 1,713.000 | 1,713.000 | 3.00 | 5,139.00 | |||
| 0510 | LOOP WIRE | 04830 | LF | 5,425.00 | 5,425.000 | 5,487.000 | 5,487.000 | 0.25 | 1,371.75 | |||
| 0515 | CABLE-NO. 14/5C | 04844 | LF | 2,720.00 | 2,720.000 | 3,095.000 | 3,095.000 | 1.50 | 4,642.50 | |||
| 0520 | CABLE-NO. 14/1 PAIR | 04850 | LF | 10,000.00 | 10,000.000 | 9,310.000 | 9,310.000 | 1.50 | 13,965.00 | |||
| 0525 | MESSENGER-15400 LB | 04886 | LF | 1,190.00 | 1,190.000 | 1,190.000 | 1,190.000 | 3.00 | 3,570.00 | |||
| 0530 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,000.00 | 2,000.000 | 1,907.000 | 1,907.000 | 11.00 | 20,977.00 | |||
| 0535 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 5,000.00 | 40,000.00 | |||
| 0540 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0545 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 20.00 | 20.000 | 19.000 | 19.000 | 400.00 | 7,600.00 | |||
| 0550 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0555 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 38.00 | 38.000 | 38.000 | 38.000 | 225.00 | 8,550.00 | |||
| 0560 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,720.00 | 1,720.000 | 1,217.000 | 1,217.000 | 4.00 | 4,868.00 | |||
| 0565 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 160.00 | 160.000 | 518.000 | 518.000 | 4.00 | 2,072.00 | |||
| 0570 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 17,500.00 | 35,000.00 | |||
| Project | DE1090NEW2023 | Fed/State Project Number | NHPP 6000 (148) | Category | 0006 UTILITY | |||||||
| 0575 | W CAP EXISTING MAIN | 14003 | EACH | 16.00 | 16.000 | 8.000 | 8.000 | 1,110.00 | 8,880.00 | |||
| 0580 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 167.00 | 167.000 | 142.000 | 142.000 | 120.00 | 17,040.00 | |||
| 0585 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 60.00 | 60.000 | 25.000 | 25.000 | 330.00 | 8,250.00 | |||
| 0590 | W ENCASEMENT STEEL OPEN CUT RANGE 2 | 14013 | LF | 440.00 | 440.000 | 422.000 | 422.000 | 160.00 | 67,520.00 | |||
| 0595 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 160.00 | 160.000 | 195.000 | 195.000 | 240.00 | 46,800.00 | |||
| 0600 | W FLUSHING ASSEMBLY | 14023 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,485.00 | 12,425.00 | |||
| 0605 | W METER 1 INCH | 14025 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,020.00 | 2,040.00 | |||
| 0610 | W METER ADJUST | 14029 | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 575.00 | 6,325.00 | |||
| 0615 | W PIPE PVC 04 INCH | 14058 | LF | 4,796.00 | 4,796.000 | 5,230.000 | 5,230.000 | 19.95 | 104,338.50 | |||
| 0620 | W PIPE PVC 10 INCH | 14061 | LF | 1,096.00 | 1,096.000 | 1,134.000 | 1,134.000 | 46.15 | 52,334.10 | |||
| 0625 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,140.75 | 8,563.00 | |||
| 0630 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,540.50 | 21,243.00 | |||
| 0635 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,220.25 | 14,440.50 | |||
| Project | DE1090NEW2023 | Fed/State Project Number | NHPP 6000 (148) | Category | 0020 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0640 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 353,000.00 | 353,000.00 | |||
| 0645 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 125,000.00 | 31,250.00 | |||
| SUBTOT | $1,450,000.00 |
$10,994,803.64 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||