|
Report_Id: 241018 Est NO 0004 |
Date:07/21/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241018 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02340) Cotton, Charlotte M. | ||||||
| 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 | 06/13/2025 TO 06/30/2025 | ||||||
| Date Approved | 07/11/2025 | ||||||
| Primary Proj Number | DE02400682418 | ||||||
| Project No. | NHPP 0801(107) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | US-68 | ||||||
| Description | ADDRESS CONGESTION AND MOBILITY OF US-68 FROM KY-91 TO KY-10 07 IN HOPKINSVILLE | ||||||
| Date Let | 12/12/2024 | Formal Acceptance | |||||
| Date Awarded | 12/18/2024 | Date Work Began | 04/10/2025 | ||||
| Date Contract Executed | 01/28/2025 | Open To Traffic | |||||
| Date NTP Issued | 01/28/2025 | Actual Completion Date | |||||
| Current Contract Amount | $11,626,360.33 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $11,626,360.33 |
Total Earnings | $399,835.19 |
$370,535.19 |
$29,300.00 |
|
| Percent Complete | 3.44 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $11,226,525.14 |
Gross Earnings | $399,835.19 |
$370,535.19 |
$29,300.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $399,835.19 |
$370,535.19 |
$29,300.00 |
|||
| Contract Id | 241018 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0004 | Project Number | NHPP 0801(107) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 06/13/2025 TO 06/30/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 241018 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE02400682418 | ||||||
| Estimate Nbr | 0004 | Period | 06/13/2025 TO 06/30/2025 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | 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 | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE (FOR SIDEWALK AND MULTI-USE PATH) | 00001 | TON | 1,337.00 | 1,337.000 | 0.000 | 0.000 | 39.70 | 0.00 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 11,624.00 | 11,624.000 | 0.000 | 0.000 | 31.21 | 0.00 | |||
| 0015 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | SQYD | 11,592.00 | 11,592.000 | 0.000 | 0.000 | 1.66 | 0.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,908.00 | 2,908.000 | 0.000 | 0.000 | 29.29 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,256.00 | 1,256.000 | 0.000 | 0.000 | 114.81 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 8,374.00 | 8,374.000 | 0.000 | 0.000 | 111.72 | 0.00 | |||
| 0035 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 3,109.00 | 3,109.000 | 0.000 | 0.000 | 153.21 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 23.80 | 23.800 | 0.000 | 0.000 | 1,151.02 | 0.00 | |||
| 0045 | JPC PAVEMENT-8 IN | 02084 | SQYD | 616.00 | 616.000 | 0.000 | 0.000 | 112.48 | 0.00 | |||
| 0050 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,067.00 | 1,067.000 | 0.000 | 0.000 | 107.86 | 0.00 | |||
| 0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 208.00 | 208.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
| 0060 | FUEL ADJUSTMENT | 10020NS | DOLL | 26,281.00 | 26,281.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0065 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 49,804.00 | 49,804.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0070 | LONGITUDINAL EDGE KEY | 21289ED | LF | 10,139.00 | 10,139.000 | 0.000 | 0.000 | 3.36 | 0.00 | |||
| 0075 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 19.80 | 19.800 | 0.000 | 0.000 | 1,152.43 | 0.00 | |||
| 0790 | SAWCUT PAVEMENT (ADDED 12-5-24) | 20550ND | LF | 10,139.00 | 10,139.000 | 0.000 | 0.000 | 1.69 | 0.00 | |||
| Project | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | Category | 0002 ROADWAY | |||||||
| 0080 | STANDARD CURB AND GUTTER | 01810 | LF | 7,569.00 | 7,569.000 | 0.000 | 0.000 | 29.66 | 0.00 | |||
| 0085 | STANDARD HEADER CURB | 01875 | LF | 2,235.00 | 2,235.000 | 0.000 | 0.000 | 32.37 | 0.00 | |||
| 0090 | BARRIER HEADER CURB | 01880 | LF | 705.00 | 705.000 | 0.000 | 0.000 | 36.59 | 0.00 | |||
| 0095 | MOUNTABLE MEDIAN TYPE 3 | 01939 | SQYD | 28.00 | 28.000 | 0.000 | 0.000 | 243.36 | 0.00 | |||
| 0100 | REMOVE CONCRETE ISLAND | 02016 | SQYD | 43.00 | 43.000 | 0.000 | 0.000 | 24.72 | 0.00 | |||
| 0105 | TEMP DITCH | 02159 | LF | 2,831.00 | 2,831.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0110 | CLEAN TEMP DITCH | 02160 | LF | 1,416.00 | 1,416.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | EMBANKMENT IN PLACE | 02230 | CUYD | 13,128.00 | 13,128.000 | 0.000 | 0.000 | 27.44 | 0.00 | |||
| 0120 | WATER | 02242 | MGAL | 215.00 | 215.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 503.75 | 503.750 | 0.000 | 0.000 | 43.02 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,340.03 | 0.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,205.63 | 0.00 | |||
| 0140 | REMOVE GUARDRAIL | 02381 | LF | 752.00 | 752.000 | 0.000 | 0.000 | 4.37 | 0.00 | |||
| 0145 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 278.43 | 0.00 | |||
| 0150 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 221.45 | 0.00 | |||
| 0155 | FILL AND CAP SINKHOLE (STA. 428+14, 47' RT DRYWELL) | 02471 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,081.53 | 0.00 | |||
| 0160 | CLEARING AND GRUBBING 15.58 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 38,720.24 | 0.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 233.000 | 233.000 | 10.44 | 2,432.52 | |||
| 0170 | EDGE KEY | 02585 | LF | 565.00 | 565.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 0175 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 27,415.00 | 27,415.000 | 0.000 | 0.000 | 2.16 | 0.00 | |||
| 0180 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 210,426.45 | 0.00 | |||
| 0185 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 19,866.92 | 0.00 | |||
| 0190 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0195 | SAFELOADING | 02690 | CUYD | 3.60 | 3.600 | 0.000 | 0.000 | 384.90 | 0.00 | |||
| 0200 | TEMP SILT FENCE | 02701 | LF | 2,831.00 | 2,831.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0205 | SILT TRAP TYPE A | 02703 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 165.12 | 0.00 | |||
| 0210 | SILT TRAP TYPE B | 02704 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 313.26 | 0.00 | |||
| 0215 | SILT TRAP TYPE C | 02705 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 81.13 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 161.25 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 107.50 | 0.00 | |||
| 0235 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,663.00 | 1,663.000 | 0.000 | 0.000 | 62.42 | 0.00 | |||
| 0240 | SIDEWALK-4 IN CONCRETE (MULI-USE PATH) | 02720 | SQYD | 4,148.00 | 4,148.000 | 0.000 | 0.000 | 57.04 | 0.00 | |||
| 0245 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 77,937.50 | 0.00 | |||
| 0250 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0255 | TEMP MULCH | 05952 | SQYD | 50,271.00 | 50,271.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 37,704.00 | 37,704.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0265 | INITIAL FERTILIZER | 05963 | TON | 2.70 | 2.700 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0270 | MAINTENANCE FERTILIZER | 05964 | TON | 1.62 | 1.620 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0275 | SEEDING AND PROTECTION | 05985 | SQYD | 15,553.00 | 15,553.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0280 | SODDING | 05990 | SQYD | 14,595.00 | 14,595.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0285 | AGRICULTURAL LIMESTONE | 05992 | TON | 32.40 | 32.400 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0290 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 33,972.00 | 33,972.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0295 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 11,541.00 | 11,541.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0300 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 2,028.00 | 2,028.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0305 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 339.00 | 339.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0310 | PAVE MARKING-THERMO CROSS-HATCH (YELLOW, X=1', Y=10') | 06569 | SQFT | 120.00 | 120.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0315 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0325 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0330 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 209.00 | 209.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0335 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 55.68 | 0.00 | |||
| 0340 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 1,521.00 | 1,521.000 | 0.000 | 0.000 | 46.08 | 0.00 | |||
| Project | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | Category | 0003 DRAINAGE | |||||||
| 0345 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,051.00 | 2,051.000 | 0.000 | 0.000 | 104.11 | 0.00 | |||
| 0350 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 122.24 | 0.00 | |||
| 0355 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,680.00 | 1,680.000 | 0.000 | 0.000 | 119.57 | 0.00 | |||
| 0360 | STORM SEWER PIPE-30 IN | 00526 | LF | 287.00 | 287.000 | 0.000 | 0.000 | 172.35 | 0.00 | |||
| 0365 | STORM SEWER PIPE-36 IN | 00528 | LF | 1,453.00 | 1,453.000 | 0.000 | 0.000 | 202.29 | 0.00 | |||
| 0370 | STORM SEWER PIPE-42 IN | 00529 | LF | 298.00 | 298.000 | 0.000 | 0.000 | 272.39 | 0.00 | |||
| 0375 | STORM SEWER PIPE-48 IN | 00530 | LF | 391.00 | 391.000 | 0.000 | 0.000 | 322.60 | 0.00 | |||
| 0380 | PERFORATED PIPE-4 IN | 01000 | LF | 356.00 | 356.000 | 0.000 | 0.000 | 16.30 | 0.00 | |||
| 0385 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,471.72 | 0.00 | |||
| 0390 | CURB BOX INLET TYPE A | 01456 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 7,241.08 | 0.00 | |||
| 0395 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,205.94 | 0.00 | |||
| 0400 | DROP BOX INLET TYPE 11 | 01544 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 4,570.49 | 0.00 | |||
| 0405 | DROP BOX INLET TYPE 13G | 01559 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 7,003.32 | 0.00 | |||
| 0410 | DROP BOX INLET TYPE 13S | 01568 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 7,722.57 | 0.00 | |||
| 0415 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,998.61 | 0.00 | |||
| 0420 | MANHOLE TYPE C | 01767 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 11,899.76 | 0.00 | |||
| 0425 | CHANNEL LINING CLASS III | 02484 | TON | 185.00 | 185.000 | 0.000 | 0.000 | 57.19 | 0.00 | |||
| 0430 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 14,252.00 | 14,252.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0435 | TEMPORARY PIPE | 20166ES810 | LF | 527.00 | 527.000 | 0.000 | 0.000 | 53.55 | 0.00 | |||
| 0440 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,157.00 | 0.00 | |||
| 0445 | CORED HOLE DRAINAGE BOX CON-15 IN | 23822EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,157.00 | 0.00 | |||
| 0450 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,710.39 | 0.00 | |||
| 0455 | DRAINAGE JUNCTION BOX TY B (TOP PHASE ONLY) | 23952EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.84 | 0.00 | |||
| 0460 | PIPELINE INSPECTION | 24814EC | LF | 3,782.00 | 3,782.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| Project | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | Category | 0004 BRIDGE | |||||||
| 0465 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 85.00 | 85.000 | 0.000 | 0.000 | 540.00 | 0.00 | |||
| 0470 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 242,355.00 | 0.00 | |||
| 0475 | CONCRETE-CLASS A | 08100 | CUYD | 306.00 | 306.000 | 0.000 | 0.000 | 1,095.00 | 0.00 | |||
| 0480 | STEEL REINFORCEMENT | 08150 | LB | 25,730.00 | 25,730.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
| 0485 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 10.00 | 10.000 | 0.000 | 0.000 | 335.00 | 0.00 | |||
| 0490 | PRECAST CONCRETE ARCH CULVERT | 23060EN | LF | 40.00 | 40.000 | 0.000 | 0.000 | 4,895.00 | 0.00 | |||
| Project | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | Category | 0005 SIGNING | |||||||
| 0495 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 587.38 | 587.380 | 0.000 | 0.000 | 46.15 | 0.00 | |||
| 0500 | STEEL POST TYPE 1 | 06410 | LF | 1,023.00 | 1,023.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0505 | BARCODE SIGN INVENTORY | 24631EC | EACH | 139.00 | 139.000 | 0.000 | 0.000 | 45.95 | 0.00 | |||
| Project | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | Category | 0006 SIGNALIZATION | |||||||
| 0510 | CONDUIT-2 IN | 04795 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 7.21 | 0.00 | |||
| 0515 | TRENCHING AND BACKFILLING | 04820 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 14.89 | 0.00 | |||
| 0520 | CABLE-NO. 14/5C | 04844 | LF | 4,550.00 | 4,550.000 | 0.000 | 0.000 | 2.09 | 0.00 | |||
| 0525 | MESSENGER-10800 LB | 04885 | LF | 720.00 | 720.000 | 0.000 | 0.000 | 10.60 | 0.00 | |||
| 0530 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 11,704.70 | 0.00 | |||
| 0535 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0540 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0545 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0550 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0555 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0560 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 40.29 | 40.290 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0565 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,999.95 | 0.00 | |||
| 0570 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0575 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | Category | 0007 WATERLINE | |||||||
| 0580 | W CAP EXISTING MAIN | 14003 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 3,035.00 | 0.00 | |||
| 0585 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 374.00 | 374.000 | 50.000 | 50.000 | 1,300.00 | 65,000.00 | |||
| 0590 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 317.00 | 317.000 | 20.000 | 0.000 | 20.000 | 1,465.00 | 29,300.00 | 29,300.00 | |
| 0595 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 10,300.00 | 0.00 | |||
| 0600 | W METER 1 INCH | 14025 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,355.00 | 0.00 | |||
| 0605 | W METER 2 INCH | 14027 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,505.00 | 0.00 | |||
| 0610 | W METER/FIRE SERVICE COMBO VAULT | 14032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 11,515.00 | 0.00 | |||
| 0615 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 196.00 | 196.000 | 0.000 | 0.000 | 134.00 | 0.00 | |||
| 0620 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 4,741.00 | 4,741.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0625 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 861.00 | 861.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0630 | W PIPE DCTL IRON RSTRND JOINT 08 IN | 14048 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 611.00 | 0.00 | |||
| 0635 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 1,809.00 | 1,809.000 | 0.000 | 0.000 | 256.00 | 0.00 | |||
| 0640 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,465.00 | 0.00 | |||
| 0645 | W SERV PE/PLST LONG SIDE 2 IN | 14079 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0650 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 6,325.00 | 0.00 | |||
| 0655 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,190.00 | 0.00 | |||
| 0660 | W SERV PE/PLST SHORT SIDE 2 IN | 14084 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,110.00 | 0.00 | |||
| 0665 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 1,130.00 | 0.00 | |||
| 0670 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 6,635.00 | 0.00 | |||
| 0675 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,365.00 | 0.00 | |||
| 0680 | W TIE-IN 02 INCH | 14091 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 745.00 | 0.00 | |||
| 0685 | W TIE-IN 06 INCH | 14094 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 745.00 | 0.00 | |||
| 0690 | W TIE-IN 08 INCH | 14095 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 745.00 | 0.00 | |||
| 0695 | W TIE-IN 12 INCH | 14097 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 745.00 | 0.00 | |||
| 0700 | W VALVE 06 INCH | 14105 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0705 | W VALVE 08 INCH | 14106 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,615.00 | 0.00 | |||
| 0710 | W VALVE 12 INCH | 14108 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 6,080.00 | 0.00 | |||
| 0715 | W LINE MARKER | 14144 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0720 | W METER 5/8 INCH | 14182 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 2,065.00 | 0.00 | |||
| Project | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | Category | 0008 SEWER | |||||||
| 0725 | S BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,805.00 | 0.00 | |||
| 0730 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 59.00 | 59.000 | 0.000 | 0.000 | 1,112.00 | 0.00 | |||
| 0735 | S FORCE MAIN PVC 04 INCH | 15059 | LF | 1,079.00 | 1,079.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0740 | S FORCE MAIN TIE-IN 04 INCH | 15073 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,580.00 | 0.00 | |||
| 0745 | S MANHOLE | 15092 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 6,580.00 | 0.00 | |||
| 0750 | S MANHOLE TAP EXISTING | 15099 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,980.00 | 0.00 | |||
| 0755 | S PIPE PVC 08 INCH | 15112 | LF | 1,137.00 | 1,137.000 | 0.000 | 0.000 | 127.00 | 0.00 | |||
| 0760 | CONCRETE PAVING REPLACEMENT | 21213ED | LF | 277.00 | 277.000 | 0.000 | 0.000 | 79.00 | 0.00 | |||
| 0765 | ASPHALT PAVING REPLACEMENT | 21233ED | LF | 84.00 | 84.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0770 | ASPHALT DRIVEWAY/PARKING LOT REPLACEMENT | 23967EC | LF | 1,060.00 | 1,060.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0775 | GRAVEL REPLACEMENT DRIVEWAYS | 24441EC | LF | 185.00 | 185.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| Project | DE02400682418 | Fed/State Project Number | NHPP 0801(107) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0780 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 303,102.67 | 303,102.67 | |||
| 0785 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 170,430.84 | 0.00 | |||
| SUBTOT | $29,300.00 |
$399,835.19 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||