|
Report_Id: 231041 Est NO 0034 |
Date:08/04/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231041 | Estimate Number | 0034 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Hayes, Vincent T. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code KY0034177 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 07/12/2025 TO 07/25/2025 | ||||||
| Date Approved | 08/03/2025 | ||||||
| Primary Proj Number | DE09804602341 | ||||||
| Project No. | APD 0806(049) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | US-460 | ||||||
| Description | PIKEVILLE TO VA. STATE LINE US-460/KY-80 FROM KY-195 TO DUNL EARY HOLLOW | ||||||
| Date Let | 10/26/2023 | Formal Acceptance | |||||
| Date Awarded | 11/02/2023 | Date Work Began | 01/10/2024 | ||||
| Date Contract Executed | 12/13/2023 | Open To Traffic | |||||
| Date NTP Issued | 12/13/2023 | Actual Completion Date | |||||
| Current Contract Amount | $40,561,185.16 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $40,105,612.21 |
Total Earnings | $24,938,784.24 |
$22,886,933.94 |
$2,051,850.30 |
|
| Percent Complete | 61.48 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $15,622,400.92 |
Gross Earnings | $24,938,784.24 |
$22,886,933.94 |
$2,051,850.30 |
|
| Total Change Orders | $455,572.95 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $24,938,784.24 |
$22,886,933.94 |
$2,051,850.30 |
|||
| Contract Id | 231041 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0034 | Project Number | APD 0806(049) | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 07/12/2025 TO 07/25/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | SMA Change | Approved | 03/28/2024 | $857,940.00 | 14.0 | |||||
| 002 | Tack | Approved | 06/06/2024 | $0.00 | 0.0 | |||||
| 003 | SMA Base Change | Approved | 10/28/2024 | $-540,701.30 | 0.0 | |||||
| 004 | Addition of Approach Slabs to Bridge Along Route | Approved | 04/30/2025 | $138,334.25 | 30.0 | |||||
| 005 | Non Spec Material OVERRIDE | Approved | 02/26/2025 | $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 | 231041 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE09804602341 | ||||||
| Estimate Nbr | 0034 | Period | 07/12/2025 TO 07/25/2025 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | DE09804602341 | Fed/State Project Number | APD 0806(049) | 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 | DE09804602341 | Fed/State Project Number | APD 0806(049) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 115,757.00 | 115,757.000 | 2,211.230 | 99,539.690 | 101,750.920 | 42.00 | 92,871.66 | 4,273,538.64 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2,002.80 | 2,002.800 | 0.000 | 0.000 | 97.50 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 240.30 | 240.300 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,288.00 | 1,288.000 | 924.230 | 924.230 | 123.00 | 113,680.29 | |||
| 0025 | LEVELING & WEDGING PG76-22 | 00194 | TON | 2,239.00 | 2,239.000 | 0.000 | 0.000 | 137.10 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 40,532.00 | 3,665.000 | 9,732.510 | 9,732.510 | 97.80 | 951,839.47 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 67,782.00 | 7,348.000 | 1,088.720 | 1,088.720 | 97.80 | 106,476.81 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 19,096.00 | 1,828.000 | 878.850 | 878.850 | 122.95 | 108,054.60 | |||
| 0045 | CL4 ASPH SURF 0.38B PG76-22 | 00337 | TON | 11,131.00 | 0.000 | 399.630 | 399.630 | 142.55 | 56,967.25 | |||
| 0050 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 4,917.00 | 4,917.000 | 104.620 | 104.620 | 122.95 | 12,863.02 | |||
| 0055 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,748.00 | 1,748.000 | 0.000 | 0.000 | 133.30 | 0.00 | |||
| 0060 | CL4 SMA BASE 1.00D PG76-22 | 00395 | TON | 29,873.00 | 0.000 | 0.000 | 0.000 | 142.90 | 0.00 | |||
| 0065 | CL4 SMA SURF 0.38A PG76-22 | 00397 | TON | 33,642.00 | 33,642.000 | 0.000 | 0.000 | 187.90 | 0.00 | |||
| 0070 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,850.00 | 6,850.00 | |||
| 0075 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 18,334.00 | 38,334.000 | 505.290 | 505.290 | 16.50 | 8,337.28 | |||
| 0080 | FUEL ADJUSTMENT | 10020NS | DOLL | 371,239.00 | 371,239.000 | -40,207.980 | -40,207.980 | 1.00 | -40,207.98 | |||
| 0085 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 832,472.00 | 832,472.000 | -6,941.770 | -6,941.770 | 1.00 | -6,941.77 | |||
| 0090 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 441.90 | 0.000 | 0.000 | 0.000 | 730.00 | 0.00 | |||
| 8000 | CL2 ASPH BASE 1.00D PG64-22 MTV Requirement | 00212 | TON | 0.00 | 36,867.000 | 20,998.870 | 20,998.870 | 102.00 | 2,141,884.74 | |||
| 8001 | CL4 ASPH SURF 0.38B PG76-22 MTV Requirement | 00337 | TON | 0.00 | 11,131.000 | 12,398.450 | 0.000 | 12,398.450 | 146.75 | 1,819,472.53 | 1,819,472.53 | |
| 8002 | CL3 ASPH BASE 1.00D PG64-22 MTV Requirement | 00214 | TON | 0.00 | 60,434.000 | 71,425.060 | 71,425.060 | 102.00 | 7,285,356.12 | |||
| 8003 | CL2 ASPH SURF 0.38D PG64-22 MTV Requirement | 00301 | TON | 0.00 | 17,268.000 | 0.000 | 0.000 | 127.15 | 0.00 | |||
| 8004 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 441.900 | 12.970 | 98.500 | 111.470 | 730.00 | 9,468.10 | 81,373.10 | |
| 8005 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 0.00 | 29,873.000 | 35,693.670 | 35,693.670 | 124.80 | 4,454,570.01 | |||
| 8011 | NON-SPEC MATERIAL SS-1H Emulsion Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09804602341 | Fed/State Project Number | APD 0806(049) | Category | 0002 ROADWAY | |||||||
| 0095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 535.00 | 0.00 | |||
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 130.00 | 130.000 | 119.000 | 119.000 | 24.90 | 2,963.10 | |||
| 0105 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 12.00 | 12.000 | 40.000 | 40.000 | 87.40 | 3,496.00 | |||
| 0110 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,675.40 | 0.00 | |||
| 0115 | REMOVE PIPE | 01310 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 63.30 | 0.00 | |||
| 0120 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,100.00 | 16,200.00 | |||
| 0125 | STANDARD HEADER CURB | 01875 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 52.40 | 0.00 | |||
| 0130 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 170.00 | 170.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0135 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0140 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0145 | REMOVE TEMP CONC BARRIER WALL | 02002 | LF | 3,140.00 | 3,140.000 | 400.000 | 400.000 | 10.30 | 4,120.00 | |||
| 0150 | BORROW EXCAVATION | 02210 | CUYD | 1,770.00 | 1,770.000 | 1,770.000 | 1,770.000 | 42.15 | 74,605.50 | |||
| 0155 | WATER | 02242 | MGAL | 1,910.00 | 1,910.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 10,231.25 | 10,231.250 | 100.000 | 100.000 | 43.00 | 4,300.00 | |||
| 0165 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 687.50 | 687.500 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0170 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0175 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0185 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0190 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0195 | REMOVE GUARDRAIL | 02381 | LF | 40.00 | 40.000 | 100.000 | 100.000 | 5.00 | 500.00 | |||
| 0200 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| 0205 | CHANNEL LINING CLASS II | 02483 | TON | 21,604.00 | 21,604.000 | 22,232.230 | 22,232.230 | 58.50 | 1,300,585.45 | |||
| 0210 | CHANNEL LINING CLASS III | 02484 | TON | 283.00 | 283.000 | 997.340 | 997.340 | 69.85 | 69,664.19 | |||
| 0215 | TEMPORARY SIGNS | 02562 | SQFT | 1,020.00 | 1,116.000 | 273.000 | 273.000 | 20.30 | 5,541.90 | |||
| 0220 | EDGE KEY | 02585 | LF | 117.50 | 117.500 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0225 | FINAL DRESSING CLASS B | 02601 | LF | 20,192.00 | 20,192.000 | 21,120.000 | 21,120.000 | 13.75 | 290,400.00 | |||
| 0230 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.300 | 0.100 | 0.400 | 433,460.00 | 130,038.00 | 173,384.00 | |
| 0235 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,460.00 | 0.00 | |||
| 0240 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,920.30 | 0.00 | |||
| 0245 | SHOULDER RUMBLE STRIPS | 02696 | LF | 338,560.00 | 338,560.000 | 0.000 | 0.000 | 0.11 | 0.00 | |||
| 0250 | TEMP SILT FENCE | 02701 | LF | 300.00 | 300.000 | 22.000 | 22.000 | 3.85 | 84.70 | |||
| 0255 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 568.00 | 0.00 | |||
| 0260 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 568.00 | 0.00 | |||
| 0265 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 780.00 | 1,560.00 | |||
| 0270 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0275 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0280 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0285 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 91,724.00 | 45,862.00 | |||
| 0290 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,799.15 | 0.00 | |||
| 0295 | CONC MEDIAN BARRIER TYPE 14C MOD | 03202 | LF | 522.00 | 522.000 | 524.000 | 524.000 | 213.00 | 111,612.00 | |||
| 0300 | CLEAN PIPE STRUCTURE | 03262 | EACH | 7.00 | 7.000 | 10.000 | 10.000 | 2,600.00 | 26,000.00 | |||
| 0305 | EROSION CONTROL BLANKET | 05950 | SQYD | 300.00 | 300.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0310 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.625 | 0.625 | 850.00 | 531.25 | |||
| 0315 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0320 | SEEDING AND PROTECTION | 05985 | SQYD | 10,000.00 | 10,000.000 | 24,200.000 | 24,200.000 | 0.60 | 14,520.00 | |||
| 0325 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.40 | 6.400 | 0.239 | 0.239 | 100.00 | 23.90 | |||
| 0330 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 34,496.00 | 34,496.000 | 1,373.000 | 1,373.000 | 0.25 | 343.25 | |||
| 0335 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 235,937.00 | 235,937.000 | 0.000 | 0.000 | 1.22 | 0.00 | |||
| 0340 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 184,866.00 | 184,866.000 | 0.000 | 0.000 | 1.22 | 0.00 | |||
| 0345 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 9,765.00 | 9,765.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0350 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 81.00 | 81.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0355 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 23,565.00 | 23,565.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0360 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 18,764.00 | 18,764.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0365 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 497.00 | 497.000 | 0.000 | 0.000 | 15.75 | 0.00 | |||
| 0370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 499.00 | 499.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0375 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 546.00 | 546.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0380 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0385 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0390 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0395 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,885.00 | 1,885.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0400 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 465.00 | 465.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0405 | INLAID PAVEMENT MARKER-MY | 06611 | EACH | 501.00 | 501.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0410 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 232.00 | 232.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0415 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 2,536.00 | 2,536.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0420 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0425 | OBJECT MARKER TY 3 | 20191ED | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0430 | SAWCUT PAVEMENT | 20550ND | LF | 344.00 | 544.000 | 144.500 | 144.500 | 5.65 | 816.42 | |||
| 0435 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 9.00 | 9.000 | 0.000 | 0.000 | 955.00 | 0.00 | |||
| 0440 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 1,450.00 | 1,450.000 | 0.000 | 0.000 | 6.90 | 0.00 | |||
| 0445 | LONGITUDINAL EDGE KEY | 21289ED | LF | 344.00 | 344.000 | 0.000 | 0.000 | 10.25 | 0.00 | |||
| 0450 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 22.00 | 22.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0455 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 653.00 | 653.000 | 0.000 | 0.000 | 8.75 | 0.00 | |||
| 0460 | REMOVE PAVEMENT MARKER | 24880EC | EACH | 1,057.00 | 1,057.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0465 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0470 | FIELD GATE | 30004 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,504.25 | 0.00 | |||
| 0615 | PAVE STRIPING REMOVAL-6 IN (ADDED 10-24-2023) | 06531 | LF | 26,845.00 | 26,845.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| 8006 | MAINTAIN & CONTROL TRAFFIC Section 7A | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 8007 | DGA BASE | 00001 | TON | 0.00 | 50.000 | 44.760 | 44.760 | 75.00 | 3,357.00 | |||
| 8008 | REMOVE PAVEMENT Exisitng | 02091 | SQYD | 0.00 | 185.000 | 185.000 | 185.000 | 25.00 | 4,625.00 | |||
| 8009 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 88.000 | 88.000 | 88.000 | 35.00 | 3,080.00 | |||
| 8010 | APPROACH SLAB Section 7A - 2 Ramp 2 Bridg | 08500 | SQYD | 0.00 | 185.000 | 181.940 | 181.940 | 647.57 | 117,818.88 | |||
| 8013 | EW~ APPROACH SLAB SEAT | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 11,300.00 | 0.00 | |||
| 8014 | COST PLUS WORK JAG SLOPE SEEDING | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8015 | COST PLUS WORK MOUNTAIN ENTERPRISE SLOPE OVERBURDEN | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8016 | COST PLUS WORK JESSE'S BRANCH PAVING | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09804602341 | Fed/State Project Number | APD 0806(049) | Category | 0003 DRAINAGE | |||||||
| 0475 | CULVERT PIPE-24 IN | 00464 | LF | 40.00 | 40.000 | 70.000 | 70.000 | 325.75 | 22,802.50 | |||
| 0480 | CULVERT PIPE-36 IN | 00468 | LF | 80.00 | 80.000 | 160.000 | 160.000 | 430.40 | 68,864.00 | |||
| 0485 | CULVERT PIPE-72 IN | 00474 | LF | 64.00 | 64.000 | 64.000 | 64.000 | 867.50 | 55,520.00 | |||
| 0490 | STORM SEWER PIPE-18 IN | 00522 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 175.25 | 1,402.00 | |||
| 0495 | CURB BOX INLET TYPE B-T | 01484 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,880.00 | 23,520.00 | |||
| 0500 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 7,885.00 | 15,770.00 | |||
| 0505 | RECONSTRUCT INLET | 01720 | EACH | 90.00 | 90.000 | 59.000 | 59.000 | 9,890.00 | 583,510.00 | |||
| 0510 | CAP INLET | 02478 | SQYD | 2.00 | 2.000 | 0.000 | 0.000 | 2,560.00 | 0.00 | |||
| 0515 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 484.00 | 484.000 | 1,068.480 | 1,068.480 | 2.00 | 2,136.96 | |||
| 0520 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,185.00 | 0.00 | |||
| 0525 | PIPE CULVERT HEADWALL-72 IN | 24025EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 21,825.00 | 43,650.00 | |||
| Project | DE09804602341 | Fed/State Project Number | APD 0806(049) | Category | 0004 SIGNING | |||||||
| 0530 | BARRIER MOUNTING BRACKET | 04904 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0535 | GMSS GALV STEEL TYPE A | 06400 | LB | 6,086.00 | 6,086.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0540 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 916.00 | 916.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0545 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 606.00 | 606.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0550 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 594.00 | 594.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0555 | STEEL POST TYPE 1 | 06410 | LF | 2,213.00 | 2,213.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0560 | GMSS GALV STEEL TYPE C | 06441 | LB | 975.00 | 975.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0565 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0570 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 23.60 | 23.600 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0575 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 220.00 | 220.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0580 | ROADWAY CROSS SECTION | 20419ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 0585 | REMOVE SIGN | 21373ND | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0590 | GMSS TYPE D | 21596ND | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0595 | GMSS TYPE D | 21596ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0600 | BARCODE SIGN INVENTORY | 24631EC | EACH | 185.00 | 185.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8012 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 0.00 | 0.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| Project | DE09804602341 | Fed/State Project Number | APD 0806(049) | Category | 0005 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0605 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 460,000.00 | 460,000.00 | |||
| 0610 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 586,000.00 | 0.00 | |||
| SUBTOT | $2,051,850.29 |
$24,938,784.19 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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