|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:02/03/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211009 | Estimate Number | 0047 | Estimate Type FINAL | |||
| District Office | BOWLING GREEN (03340) Hall, Bradford H. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 04/06/2024 TO 07/10/2024 | ||||||
| Date Approved | 01/20/2025 | ||||||
| Primary Proj Number | DE01690072109 | ||||||
| Project No. | NHPP 0031 (016) | ||||||
| Primary County | BUTLER | ||||||
| Name of Road | US 231 & NATCHER PARKWAY INTERCHANGE | ||||||
| Description | I-65 SPUR CORRIDOR: IMPROVE THE NATCHER PARKWAY/US-231 INTER CHANGE | ||||||
| Date Let | 03/19/2021 | Formal Acceptance | 11/01/2023 | ||||
| Date Awarded | 03/30/2021 | Date Work Began | 05/08/2021 | ||||
| Date Contract Executed | 04/13/2021 | Open To Traffic | |||||
| Date NTP Issued | 04/13/2021 | Actual Completion Date | 09/09/2022 | ||||
| Current Contract Amount | $8,150,087.11 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,126,141.86 |
Total Earnings | $7,680,077.29 |
$7,651,378.97 |
$28,698.32 |
|
| Percent Complete | 94.23 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $470,009.82 |
Gross Earnings | $7,680,077.29 |
$7,651,378.97 |
$28,698.32 |
|
| Total Change Orders | $23,945.25 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,680,077.29 |
$7,651,378.97 |
$28,698.32 |
|||
| Contract Id | 211009 | Change Order Summary |
County | BUTLER | ||||||
| Estimate Nbr | 0047 | Project Number | NHPP 0031 (016) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 04/06/2024 TO 07/10/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | ASPHALT MATERIAL FOR TACK NON-TRACKING | Approved | 06/24/2021 | $0.00 | 0.0 | |||||
| 002 | 15" STORM SEWER PIPE LINING | Approved | 03/18/2022 | $19,975.20 | 32.0 | |||||
| 003 | Non Spec Material Override | Approved | 12/02/2021 | $0.00 | 0.0 | |||||
| 004 | Adjusting DBI 104 and US 231 Right Sta. 51+15 | Approved | 06/24/2022 | $3,970.05 | 1.0 | |||||
| 005 | Liquidated Damages Override | Approved | 08/04/2022 | $0.00 | 0.0 | |||||
| 006 | Lot Pay Adjustment Override | Approved | 09/14/2022 | $0.00 | 0.0 | |||||
| 007 | Completion Date Extension | Approved | 01/17/2023 | $0.00 | 38.0 | |||||
| 008 | Rideability Adjustment Override | Approved | 11/29/2022 | $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 | 211009 | COMMONWEALTH OF KENTUCKY |
County | BUTLER | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE01690072109 | |||||||
| Estimate Nbr | 0047 | Period | 04/06/2024 TO 07/10/2024 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE01690072109 | Fed/State Project Number | NHPP 0031 (016) | 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 | DE01690072109 | Fed/State Project Number | NHPP 0031 (016) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 16,964.00 | 16,964.000 | 20,627.240 | 20,627.240 | 24.03 | 495,672.57 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 37,235.00 | 37,235.000 | 25,578.180 | 25,578.180 | 23.93 | 612,085.84 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 125.00 | 125.000 | 166.850 | 166.850 | 220.00 | 36,707.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 15.00 | 15.000 | 18.870 | 18.870 | 870.00 | 16,416.90 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 69.00 | 69.000 | 175.850 | 175.850 | 98.95 | 17,400.35 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,914.00 | 5,914.000 | 6,547.280 | 6,547.280 | 58.40 | 382,361.15 | |||
| 0035 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 5,356.00 | 5,356.000 | 5,726.430 | 5,726.430 | 71.15 | 407,435.49 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,451.00 | 3,451.000 | 3,528.020 | 3,528.020 | 73.05 | 257,721.86 | |||
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 28.00 | 0.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0055 | SAND FOR BLOTTER | 02702 | TON | 49.00 | 49.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0830 | CL3 ASPH SURF 0.38A PG64-22 (ADDED: 3-12-21) | 22906ES403 | TON | 925.00 | 925.000 | 1,001.910 | 1,001.910 | 87.30 | 87,466.74 | |||
| 8001 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 17.000 | 36.380 | 36.380 | 576.47 | 20,971.99 | |||
| 8010 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | -1,765.020 | -1,765.020 | 1.00 | -1,765.02 | |||
| 8013 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 2,528.620 | 2,528.620 | 1.00 | 2,528.62 | |||
| 8014 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | -8,020.000 | -8,020.000 | 1.00 | -8,020.00 | |||
| Project | DE01690072109 | Fed/State Project Number | NHPP 0031 (016) | Category | 0002 ROADWAY | |||||||
| 0060 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 1,943.00 | 1,943.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0065 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 12,752.00 | 12,752.000 | 1,175.350 | 1,175.350 | 22.00 | 25,857.70 | |||
| 0070 | PERFORATED PIPE-4 IN | 01000 | LF | 89.00 | 89.000 | 62.000 | 62.000 | 25.00 | 1,550.00 | |||
| 0075 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 16.00 | 16.000 | 4.000 | 4.000 | 30.00 | 120.00 | |||
| 0080 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0085 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0090 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,952.71 | 5,858.13 | |||
| 0095 | FILL AND CAP INLET | 01717 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0100 | REMOVE INLET REMOVE FLUME INLET | 01718 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,944.20 | 9,721.00 | |||
| 0105 | ISLAND CURB AND GUTTER | 01825 | LF | 102.00 | 102.000 | 94.000 | 94.000 | 45.00 | 4,230.00 | |||
| 0110 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 73.00 | 73.000 | 40.000 | 40.000 | 7.00 | 280.00 | |||
| 0115 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 27.00 | 27.000 | 10.000 | 10.000 | 7.00 | 70.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 7.00 | 7.000 | 15.000 | 15.000 | 8.00 | 120.00 | |||
| 0125 | REMOVE PAVEMENT | 02091 | SQYD | 2,031.00 | 2,031.000 | 1,934.260 | 1,934.260 | 9.00 | 17,408.34 | |||
| 0130 | TEMP DITCH | 02159 | LF | 6,377.00 | 6,377.000 | 1,547.100 | 1,547.100 | 0.75 | 1,160.32 | |||
| 0135 | CLEAN TEMP DITCH | 02160 | LF | 3,189.00 | 3,189.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0140 | ROADWAY EXCAVATION | 02200 | CUYD | 227,764.00 | 227,764.000 | 238,783.310 | 238,783.310 | 5.05 | 1,205,855.71 | |||
| 0145 | GRANULAR EMBANKMENT | 02223 | CUYD | 26,517.00 | 26,517.000 | 22,972.000 | 22,972.000 | 20.42 | 469,088.24 | |||
| 0150 | WATER | 02242 | MGAL | 200.00 | 200.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0155 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 5,495.00 | 5,495.000 | 5,415.480 | 5,415.480 | 5.60 | 30,326.68 | |||
| 0160 | REMOVE FENCE | 02265 | LF | 4,979.00 | 4,979.000 | 2,480.000 | 2,480.000 | 1.50 | 3,720.00 | |||
| 0165 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,800.00 | 11,200.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 0175 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 700.00 | 2,800.00 | |||
| 0180 | REMOVE GUARDRAIL | 02381 | LF | 9,997.00 | 9,997.000 | 9,609.500 | 9,609.500 | 1.50 | 14,414.25 | |||
| 0185 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 2,800.00 | 22,400.00 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 130.08 | 2,731.68 | |||
| 0195 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 108.72 | 326.16 | |||
| 0200 | CLEARING AND GRUBBING 35 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 192,100.00 | 192,100.00 | |||
| 0205 | TEMPORARY SIGNS | 02562 | SQFT | 487.00 | 487.000 | 613.000 | 613.000 | 8.00 | 4,904.00 | |||
| 0210 | EDGE KEY | 02585 | LF | 47.00 | 47.000 | 329.650 | 329.650 | 49.84 | 16,429.75 | |||
| 0215 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 91,585.00 | 91,585.000 | 52,905.433 | 52,905.433 | 1.90 | 100,520.32 | |||
| 0220 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 119,233.30 | 119,233.30 | |||
| 0225 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 0.01 | 0.02 | |||
| 0230 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 8,544.00 | 25,632.00 | |||
| 0235 | SAFELOADING | 02690 | CUYD | 24.40 | 24.400 | 30.900 | 30.900 | 200.00 | 6,180.00 | |||
| 0240 | SHOULDER RUMBLE STRIPS | 02696 | LF | 21,324.00 | 21,324.000 | 20,786.000 | 20,786.000 | 0.19 | 3,949.34 | |||
| 0245 | TEMP SILT FENCE | 02701 | LF | 6,377.00 | 6,377.000 | 4,062.000 | 4,062.000 | 1.50 | 6,093.00 | |||
| 0250 | SILT TRAP TYPE A | 02703 | EACH | 34.00 | 34.000 | 10.000 | 10.000 | 300.00 | 3,000.00 | |||
| 0255 | SILT TRAP TYPE B | 02704 | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 200.00 | 6,800.00 | |||
| 0260 | SILT TRAP TYPE C | 02705 | EACH | 34.00 | 34.000 | 16.000 | 16.000 | 300.00 | 4,800.00 | |||
| 0265 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 34.00 | 34.000 | 25.000 | 25.000 | 100.00 | 2,500.00 | |||
| 0270 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 34.00 | 34.000 | 98.000 | 98.000 | 75.00 | 7,350.00 | |||
| 0275 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 34.00 | 34.000 | 45.000 | 45.000 | 100.00 | 4,500.00 | |||
| 0280 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 64,937.83 | 64,937.83 | |||
| 0285 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,136.00 | 4,272.00 | |||
| 0290 | EROSION CONTROL BLANKET | 05950 | SQYD | 13,588.00 | 13,588.000 | 48,694.070 | 48,694.070 | 1.65 | 80,345.21 | |||
| 0295 | TEMP MULCH | 05952 | SQYD | 81,233.00 | 81,233.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0300 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 108,311.00 | 108,311.000 | 3,697.220 | 3,697.220 | 0.20 | 739.44 | |||
| 0305 | INITIAL FERTILIZER | 05963 | TON | 4.00 | 4.000 | 9.375 | 9.375 | 900.00 | 8,437.50 | |||
| 0310 | MAINTENANCE FERTILIZER | 05964 | TON | 7.00 | 7.000 | 4.950 | 4.950 | 900.00 | 4,455.00 | |||
| 0315 | SEEDING AND PROTECTION | 05985 | SQYD | 136,521.00 | 136,521.000 | 136,521.000 | 136,521.000 | 0.36 | 49,147.56 | |||
| 0320 | AGRICULTURAL LIMESTONE | 05992 | TON | 101.00 | 101.000 | 70.070 | 70.070 | 65.00 | 4,554.55 | |||
| 0325 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 25,090.00 | 25,090.000 | 78,233.000 | 78,233.000 | 0.26 | 20,340.58 | |||
| 0330 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 16,173.00 | 16,173.000 | 23,620.000 | 23,620.000 | 1.10 | 25,982.00 | |||
| 0335 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 19,474.00 | 19,474.000 | 18,190.000 | 18,190.000 | 1.10 | 20,009.00 | |||
| 0340 | PAVE STRIPING-THERMO-8 IN W | 06544 | LF | 347.00 | 347.000 | 340.000 | 340.000 | 2.50 | 850.00 | |||
| 0345 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 3,060.00 | 3,060.000 | 91.000 | 91.000 | 3.50 | 318.50 | |||
| 0350 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 9,003.00 | 9,003.000 | 604.000 | 604.000 | 2.00 | 1,208.00 | |||
| 0355 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 289.00 | 289.000 | 604.000 | 604.000 | 2.00 | 1,208.00 | |||
| 0360 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 640.00 | 640.000 | 599.000 | 599.000 | 5.50 | 3,294.50 | |||
| 0365 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 1,240.00 | 1,240.000 | 1,157.000 | 1,157.000 | 5.50 | 6,363.50 | |||
| 0370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 14.00 | 1,120.00 | |||
| 0375 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 130.00 | 520.00 | |||
| 0380 | FUEL ADJUSTMENT | 10020NS | DOLL | 125,733.00 | 125,733.000 | 126,056.510 | 126,056.510 | 1.00 | 126,056.51 | |||
| 0385 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 61,439.00 | 61,439.000 | 164,490.270 | 164,490.270 | 1.00 | 164,490.27 | |||
| 0390 | TEMPORARY PIPE | 20166ES810 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 0395 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0400 | SAWCUT PAVEMENT | 20550ND | LF | 8,863.00 | 8,863.000 | 8,078.000 | 8,078.000 | 1.79 | 14,459.62 | |||
| 0405 | LONGITUDINAL EDGE KEY | 21289ED | LF | 4,777.00 | 4,777.000 | 5,557.000 | 5,557.000 | 2.50 | 13,892.50 | |||
| 0410 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 4,705.00 | 4,705.000 | 4,939.260 | 4,939.260 | 21.00 | 103,724.46 | |||
| 0415 | REMOVE NON-MOUNTABLE MEDIAN | 22665EN | SQYD | 3,025.00 | 3,025.000 | 3,800.630 | 3,800.630 | 24.63 | 93,609.51 | |||
| 0420 | REMOVE CONCRETE MEDIAN | 23839EC | SQYD | 121.00 | 121.000 | 118.840 | 118.840 | 57.02 | 6,776.25 | |||
| 0425 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 400.00 | 400.000 | 0.000 | 0.000 | 94.07 | 0.00 | |||
| 0430 | INLAID PAVEMENT MARKER | 24489EC | EACH | 248.00 | 248.000 | 281.000 | 281.000 | 21.00 | 5,901.00 | |||
| 0435 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,366.00 | 1,366.000 | 6,840.000 | 6,840.000 | 4.00 | 27,360.00 | |||
| 0440 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 1,022.00 | 1,022.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8011 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8012 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8015 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE01690072109 | Fed/State Project Number | NHPP 0031 (016) | Category | 0003 DRAINAGE | |||||||
| 0445 | CULVERT PIPE-15 IN | 00461 | LF | 67.30 | 67.300 | 67.000 | 67.000 | 66.00 | 4,422.00 | |||
| 0450 | CULVERT PIPE-18 IN | 00462 | LF | 222.40 | 222.400 | 205.750 | 205.750 | 99.50 | 20,472.12 | |||
| 0455 | CULVERT PIPE-24 IN | 00464 | LF | 171.00 | 171.000 | 210.500 | 210.500 | 117.50 | 24,733.75 | |||
| 0460 | CULVERT PIPE-30 IN | 00466 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 125.00 | 9,500.00 | |||
| 0465 | STORM SEWER PIPE-15 IN | 00521 | LF | 50.90 | 50.900 | 72.750 | 72.750 | 42.50 | 3,091.87 | |||
| 0470 | STORM SEWER PIPE-18 IN | 00522 | LF | 398.80 | 398.800 | 334.750 | 334.750 | 52.00 | 17,407.00 | |||
| 0475 | STORM SEWER PIPE-24 IN | 00524 | LF | 144.90 | 144.900 | 125.500 | 125.500 | 61.50 | 7,718.25 | |||
| 0480 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,150.00 | 5,750.00 | |||
| 0485 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,200.00 | 6,000.00 | |||
| 0490 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,350.00 | 6,750.00 | |||
| 0495 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,150.00 | 8,600.00 | |||
| 0500 | REMOVE PIPE | 01310 | LF | 118.60 | 118.600 | 150.000 | 150.000 | 100.00 | 15,000.00 | |||
| 0505 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0510 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0515 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,600.00 | 9,200.00 | |||
| 0520 | DROP BOX INLET TYPE 5D | 01511 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 0525 | DROP BOX INLET TYPE 5F | 01517 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 4,100.00 | 24,600.00 | |||
| 0530 | CAP DROP BOX INLET | 01584 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0535 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0540 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0545 | JUNCTION BOX-SPECIAL | 01653 | EACH | 10.00 | 10.000 | 9.500 | 9.500 | 5,500.00 | 52,250.00 | |||
| 0550 | CHANNEL LINING CLASS II | 02483 | TON | 3,071.00 | 3,071.000 | 1,697.790 | 1,697.790 | 29.00 | 49,235.91 | |||
| 0555 | CHANNEL LINING CLASS III | 02484 | TON | 1,183.00 | 1,183.000 | 1,229.220 | 1,229.220 | 34.75 | 42,715.39 | |||
| 0560 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 5,760.00 | 5,760.000 | 1,431.650 | 1,431.650 | 1.75 | 2,505.38 | |||
| 0565 | REMOVE HEADWALL | 02625 | EACH | 19.00 | 19.000 | 25.000 | 25.000 | 900.00 | 22,500.00 | |||
| 0570 | CLEAN PIPE STRUCTURE | 03262 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,000.00 | 14,000.00 | |||
| 0575 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 134.00 | 134.000 | 56.000 | 56.000 | 190.00 | 10,640.00 | |||
| 0580 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,325.00 | 2,325.000 | 1,272.600 | 1,272.600 | 2.50 | 3,181.50 | |||
| 0585 | REMOVE AND RESET HEADWALL | 24731EC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
| 0590 | PVC FOLD AND FORM PIPE LINER-24 IN | 24863EC | LF | 229.40 | 229.400 | 523.000 | 523.000 | 135.00 | 70,605.00 | |||
| 0595 | PVC FOLD AND FORM PIPE LINER-30 IN | 24864EC | LF | 519.60 | 519.600 | 528.000 | 528.000 | 170.00 | 89,760.00 | |||
| 8002 | PVC FOLD AND FORM PIPE LINER-15 IN | 24861EC | LF | 0.00 | 164.000 | 166.000 | 166.000 | 121.80 | 20,218.80 | |||
| 8003 | ADJUST DRAINAGE STRUCTURE DBI 104 Adjustment | 23074NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,130.05 | 3,130.05 | |||
| 8004 | ADJUST DRAINAGE STRUCTURE Adjust DBI at Bridge End US 231 RT. STA. 51+15 | 23074NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 840.00 | 840.00 | |||
| Project | DE01690072109 | Fed/State Project Number | NHPP 0031 (016) | Category | 0004 BRIDGE | |||||||
| 0600 | REMOVE CONCRETE MEDIAN | 02006 | LF | 294.00 | 294.000 | 294.000 | 294.000 | 140.00 | 41,160.00 | |||
| 0610 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 188.00 | 188.000 | 188.000 | 188.000 | 305.00 | 57,340.00 | |||
| 0615 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 188.00 | 188.000 | 188.000 | 188.000 | 480.00 | 90,240.00 | |||
| 0625 | CONDUIT-2 IN | 04795 | LF | 351.00 | 351.000 | 50.000 | 50.000 | 15.00 | 750.00 | |||
| 0630 | ELECTRICAL JUNCTION BOX | 04810 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 0635 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 10,894.00 | 10,894.000 | 11,834.170 | 11,834.170 | 2.25 | 26,626.88 | |||
| 0640 | EPOXY SAND SLURRY | 08504 | SQYD | 131.00 | 131.000 | 119.060 | 119.060 | 40.00 | 4,762.40 | |||
| 0645 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 1,568.00 | 1,568.000 | 1,568.000 | 1,568.000 | 15.00 | 23,520.00 | |||
| 0650 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 23.00 | 23.000 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| 0655 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 114.60 | 114.600 | 114.015 | 114.015 | 1,280.00 | 145,939.20 | |||
| 0660 | BLAST CLEANING | 08549 | SQYD | 2,226.00 | 2,226.000 | 2,226.000 | 2,226.000 | 9.00 | 20,034.00 | |||
| 0665 | MACHINE PREP OF SLAB | 08551 | SQYD | 523.00 | 523.000 | 522.670 | 522.670 | 16.00 | 8,362.72 | |||
| 0670 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 684.00 | 684.000 | 684.000 | 684.000 | 135.00 | 92,340.00 | |||
| 0680 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 29.00 | 29.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0825 | MASONRY COATING (ADDED: 3-12-21) | 02998 | SQYD | 515.00 | 515.000 | 568.880 | 568.880 | 12.00 | 6,826.56 | |||
| Project | DE01690072109 | Fed/State Project Number | NHPP 0031 (016) | Category | 0005 SIGNING | |||||||
| 0685 | GMSS GALV STEEL TYPE A | 06400 | LB | 1,857.00 | 1,857.000 | 1,890.000 | 1,890.000 | 3.50 | 6,615.00 | |||
| 0690 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 178.00 | 178.000 | 109.000 | 109.000 | 32.00 | 3,488.00 | |||
| 0695 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 82.00 | 82.000 | 70.000 | 70.000 | 32.00 | 2,240.00 | |||
| 0700 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 495.50 | 495.500 | 495.500 | 495.500 | 24.00 | 11,892.00 | |||
| 0705 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 229.00 | 229.000 | 225.395 | 225.395 | 19.00 | 4,282.50 | |||
| 0710 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 506.00 | 506.000 | 495.130 | 495.130 | 19.00 | 9,407.47 | |||
| 0715 | STEEL POST TYPE 1 | 06410 | LF | 1,157.00 | 1,157.000 | 1,185.500 | 1,185.500 | 14.00 | 16,597.00 | |||
| 0720 | GMSS GALV STEEL TYPE C | 06441 | LB | 1,320.00 | 1,320.000 | 1,320.000 | 1,320.000 | 6.20 | 8,184.00 | |||
| 0725 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 13.10 | 13.100 | 10.820 | 10.820 | 600.00 | 6,492.00 | |||
| 0730 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 266.00 | 266.000 | 248.000 | 248.000 | 2.00 | 496.00 | |||
| 0735 | ROADWAY CROSS SECTION | 20419ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0740 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0745 | GMSS TYPE D | 21596ND | EACH | 16.00 | 16.000 | 6.000 | 6.000 | 450.00 | 2,700.00 | |||
| 0750 | BARCODE SIGN INVENTORY | 24631EC | EACH | 83.00 | 83.000 | 80.000 | 80.000 | 5.00 | 400.00 | |||
| Project | DE01690072109 | Fed/State Project Number | NHPP 0031 (016) | Category | 0006 LIGHTING | |||||||
| 0755 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 37,071.48 | 296,571.84 | |||
| 0760 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 22,376.68 | 22,376.68 | |||
| 0765 | CONDUIT-3 IN | 04797 | LF | 1,000.00 | 1,000.000 | 1,373.000 | 1,373.000 | 44.63 | 61,276.99 | |||
| 0770 | MARKER | 04800 | EACH | 17.00 | 17.000 | 18.000 | 18.000 | 334.79 | 6,026.22 | |||
| 0775 | TRENCHING AND BACKFILLING | 04820 | LF | 6,700.00 | 6,700.000 | 5,269.000 | 5,269.000 | 4.64 | 24,448.16 | |||
| 0780 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,940.21 | 7,940.21 | |||
| 0785 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,606.68 | 17,673.48 | |||
| 0790 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,395.03 | 9,395.03 | |||
| 0795 | BORE AND JACK CONDUIT | 21543EN | LF | 160.00 | 160.000 | 265.000 | 265.000 | 30.36 | 8,045.40 | |||
| 0800 | POLE BASE-HIGH MAST | 23161EN | CUYD | 75.00 | 75.000 | 74.480 | 74.480 | 995.28 | 74,128.45 | |||
| 0805 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 43.00 | 43.000 | 43.000 | 43.000 | 1,949.12 | 83,812.16 | |||
| 0810 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 10,500.00 | 10,500.000 | 9,918.000 | 9,918.000 | 3.93 | 38,977.74 | |||
| Project | DE01690072109 | Fed/State Project Number | NHPP 0031 (016) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0815 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 229,901.93 | 229,901.93 | |||
| 0820 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 114,793.29 | 28,698.32 | 114,793.29 | |
| SUBTOT | $28,698.32 |
$7,680,077.17 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0805-1-0I |
WIRE, ELECTRICAL | EACH |
43.00 | 0012 | $1288.96000 | $55,425.28 | ||||||
0755-1-0I |
Pole 120 FT MTG HT HIGH MAST | DOLL |
8.00 | 0018 | $21962.670000 | $175,701.36 | ||||||
0700-1-0I |
SIGN BASE MATERIALS | SQFT |
495.50 | 0030 | $15.874500 | $0.00 | ||||||
0700-2-0I |
SIGN BASE MATERIALS | SQFT |
495.50 | 0032 | $15.874500 | $7,865.81 | ||||||
0755-1-0A |
Pole 120 FT MTG HT HIGH MAST | DOLL |
6.00 | 0028 | $21962.670000 | $-131,776.02 | ||||||
0805-1-0A |
WIRE, ELECTRICAL | EACH |
22.00 | 0028 | $1288.960000 | $-28,357.12 | ||||||
0805-1-0A |
WIRE, ELECTRICAL | EACH |
11.00 | 0029 | $1288.960000 | $-14,178.56 | ||||||
0755-1-0A |
Pole 120 FT MTG HT HIGH MAST | DOLL |
2.00 | 0032 | $21962.670000 | $-43,925.34 | ||||||
0805-1-0A |
WIRE, ELECTRICAL | EACH |
10.00 | 0032 | $1288.960000 | $-12,889.60 | ||||||
0700-2-0A |
SIGN BASE MATERIALS | SQFT |
495.50 | 0034 | $15.874500 | $-7,865.81 | ||||||
0700-10C |
SIGN BASE MATERIALS | SQFT |
0.00 | 0032 | $0.000000 | $0.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||