|
ContID 261116 EST NO 0001 |
Date:06/05/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 261116 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | MADISONVILLE (02300) Brown, Timothy Blake | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | MARS ADDR SN 0 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 04/28/2026 TO 05/28/2026 | ||||||
| Date Approved | 06/02/2026 | ||||||
| Primary Proj Number | DE08901812607 | ||||||
| Project No. | STP 6000(178) | ||||||
| Primary County | MUHLENBERG | ||||||
| Name of Road | KY 181 | ||||||
| Description | WIDEN KY 181 BY FOUR FEET ON EACH SIDE FROM THE INTERSECTION OF KY 601 TO THE WENDELL FORD CENTER | ||||||
| Date Let | 03/26/2026 | Formal Acceptance | |||||
| Date Awarded | 04/07/2026 | Date Work Began | 05/27/2026 | ||||
| Date Contract Executed | 04/28/2026 | Open To Traffic | |||||
| Date NTP Issued | 04/28/2026 | Actual Completion Date | |||||
| Current Contract Amount | $8,084,455.46 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,084,455.46 |
Total Earnings | $23,266.50 |
$0.00 |
$23,266.50 |
|
| Percent Complete | 0.29 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $8,061,188.96 |
Gross Earnings | $23,266.50 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $23,266.50 |
$0.00 |
23,266.50 |
|||
| Contract Id | 261116 | Change Order Summary |
County | MUHLENBERG | ||||||
| Estimate Nbr | 0001 | Project Number | STP 6000(178) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 04/28/2026 TO 05/28/2026 | |||||||
| 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 | 261116 | COMMONWEALTH OF KENTUCKY |
County | MUHLENBERG | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE08901812607 | ||||||
| Estimate Nbr | 0001 | Period | 04/28/2026 TO 05/28/2026 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE08901812607 | Fed/State Project Number | STP 6000(178) | 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 | DE08901812607 | Fed/State Project Number | STP 6000(178) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 14,226.00 | 14,226.000 | 0.000 | 0.000 | 32.46 | 0.00 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 5,609.00 | 5,609.000 | 0.000 | 0.000 | 15.44 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 40.13 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 139.72 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 852.55 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 708.00 | 708.000 | 0.000 | 0.000 | 116.01 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 8,259.00 | 8,259.000 | 0.000 | 0.000 | 95.32 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,783.00 | 3,783.000 | 0.000 | 0.000 | 111.28 | 0.00 | |||
| 0045 | ASPHALT CURING SEAL | 00358 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 652.84 | 0.00 | |||
| 0050 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,537.00 | 1,537.000 | 0.000 | 0.000 | 103.43 | 0.00 | |||
| 0055 | CEMENT | 02542 | TON | 161.00 | 161.000 | 0.000 | 0.000 | 237.00 | 0.00 | |||
| 0060 | SAND FOR BLOTTER | 02702 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 22.79 | 0.00 | |||
| 0065 | JOINT ADHESIVE | 20071EC | LF | 14,744.00 | 14,744.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0070 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 18.00 | 18.000 | 0.000 | 0.000 | 550.38 | 0.00 | |||
| 0075 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE08901812607 | Fed/State Project Number | STP 6000(178) | Category | 0002 ROADWAY | |||||||
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,862.00 | 1,862.000 | 0.000 | 0.000 | 61.19 | 0.00 | |||
| 0085 | PERFORATED PIPE-4 IN | 01000 | LF | 266.00 | 266.000 | 0.000 | 0.000 | 3.16 | 0.00 | |||
| 0090 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 178.00 | 178.000 | 0.000 | 0.000 | 6.35 | 0.00 | |||
| 0095 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 771.00 | 0.00 | |||
| 0105 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 985.93 | 0.00 | |||
| 0110 | REMOVE PIPE | 01310 | LF | 2,426.00 | 2,426.000 | 0.000 | 0.000 | 3.36 | 0.00 | |||
| 0115 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 295.63 | 0.00 | |||
| 0120 | TEMP DITCH | 02159 | LF | 6,499.00 | 6,499.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | CLEAN TEMP DITCH | 02160 | LF | 3,251.00 | 3,251.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0130 | ROADWAY EXCAVATION | 02200 | CUYD | 56,829.00 | 56,829.000 | 0.000 | 0.000 | 22.81 | 0.00 | |||
| 0135 | WATER | 02242 | MGAL | 1,118.00 | 1,118.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 98.00 | 98.000 | 0.000 | 0.000 | 241.88 | 0.00 | |||
| 0145 | WITNESS POST | 02432 | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 164.48 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS II | 02483 | TON | 150.00 | 150.000 | 0.000 | 0.000 | 46.06 | 0.00 | |||
| 0155 | CHANNEL LINING CLASS III | 02484 | TON | 218.00 | 218.000 | 0.000 | 0.000 | 47.63 | 0.00 | |||
| 0160 | CLEARING AND GRUBBING APPROX 24.97 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 73,871.05 | 0.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 600.00 | 600.000 | 200.000 | 0.000 | 200.000 | 8.08 | 1,616.00 | 1,616.00 | |
| 0170 | EDGE KEY | 02585 | LF | 377.00 | 377.000 | 0.000 | 0.000 | 42.17 | 0.00 | |||
| 0175 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 13,693.00 | 13,693.000 | 0.000 | 0.000 | 2.02 | 0.00 | |||
| 0180 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,229.00 | 1,229.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0185 | FABRIC-GEOTEXTILE CLASS 4A | 02608 | SQYD | 19,560.00 | 19,560.000 | 0.000 | 0.000 | 2.88 | 0.00 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 316,051.88 | 0.00 | |||
| 0195 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 0.000 | 2.000 | 10,825.25 | 21,650.50 | 21,650.50 | |
| 0200 | EDGELINE RUMBLE STRIPS | 02697 | LF | 34,864.00 | 34,864.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 0205 | TEMP SILT FENCE | 02701 | LF | 6,499.00 | 6,499.000 | 0.000 | 0.000 | 1.41 | 0.00 | |||
| 0210 | SILT TRAP TYPE A | 02703 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0215 | SILT TRAP TYPE B | 02704 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 278.43 | 0.00 | |||
| 0220 | SILT TRAP TYPE C | 02705 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0235 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0240 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 71,971.25 | 0.00 | |||
| 0245 | EROSION CONTROL BLANKET | 05950 | SQYD | 131,806.00 | 131,806.000 | 0.000 | 0.000 | 1.73 | 0.00 | |||
| 0250 | TEMP MULCH | 05952 | SQYD | 86,685.00 | 86,685.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0255 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 65,015.00 | 65,015.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0260 | INITIAL FERTILIZER | 05963 | TON | 13.70 | 13.700 | 0.000 | 0.000 | 994.00 | 0.00 | |||
| 0265 | MAINTENANCE FERTILIZER | 05964 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 994.00 | 0.00 | |||
| 0270 | SEEDING AND PROTECTION | 05985 | SQYD | 68,122.00 | 68,122.000 | 0.000 | 0.000 | 0.56 | 0.00 | |||
| 0275 | AGRICULTURAL LIMESTONE | 05992 | TON | 80.90 | 80.900 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0280 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 46,822.00 | 46,822.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0285 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 46,822.00 | 46,822.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0290 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 94.00 | 94.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0295 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0300 | FUEL ADJUSTMENT | 10020NS | DOLL | 34,655.00 | 34,655.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0305 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 46,974.00 | 46,974.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0310 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 11,736.00 | 11,736.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0315 | LONGITUDINAL EDGE KEY | 21289ED | LF | 18,205.00 | 18,205.000 | 0.000 | 0.000 | 2.51 | 0.00 | |||
| 0320 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 152.82 | 0.00 | |||
| 0325 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 12,297.00 | 12,297.000 | 0.000 | 0.000 | 5.68 | 0.00 | |||
| 0660 | RELOCATE TEMPORARY SIGNALS (ADDED 3-20-26) | 25072EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,418.58 | 0.00 | |||
| 0665 | TEMP SIGNAL (ADDED 3-23-26) | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,167.43 | 0.00 | |||
| Project | DE08901812607 | Fed/State Project Number | STP 6000(178) | Category | 0003 DRAINAGE | |||||||
| 0330 | ENTRANCE PIPE-18 IN | 00441 | LF | 642.00 | 642.000 | 0.000 | 0.000 | 79.63 | 0.00 | |||
| 0335 | ENTRANCE PIPE-24 IN | 00443 | LF | 176.00 | 176.000 | 0.000 | 0.000 | 101.54 | 0.00 | |||
| 0340 | ENTRANCE PIPE-30 IN | 00445 | LF | 392.00 | 392.000 | 0.000 | 0.000 | 127.94 | 0.00 | |||
| 0345 | ENTRANCE PIPE-18 IN EQUIV | 00451 | LF | 1,096.00 | 1,096.000 | 0.000 | 0.000 | 84.67 | 0.00 | |||
| 0350 | CULVERT PIPE-18 IN | 00462 | LF | 356.00 | 356.000 | 0.000 | 0.000 | 166.03 | 0.00 | |||
| 0355 | CULVERT PIPE-24 IN | 00464 | LF | 381.00 | 381.000 | 0.000 | 0.000 | 159.26 | 0.00 | |||
| 0360 | CULVERT PIPE-30 IN | 00466 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 139.59 | 0.00 | |||
| 0365 | CULVERT PIPE-36 IN | 00468 | LF | 146.00 | 146.000 | 0.000 | 0.000 | 221.21 | 0.00 | |||
| 0370 | CULVERT PIPE-42 IN | 00469 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 347.50 | 0.00 | |||
| 0375 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 69.00 | 69.000 | 0.000 | 0.000 | 200.92 | 0.00 | |||
| 0380 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0385 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0390 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0395 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0400 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0405 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0410 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0415 | DROP BOX INLET TYPE 12 | 01547 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0420 | CONCRETE-CLASS A | 08100 | CUYD | 44.08 | 44.080 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0425 | STEEL REINFORCEMENT | 08150 | LB | 379.00 | 379.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0430 | PIPE LINER ACCEPTANCE TESTING | 23484EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0435 | PIPELINE INSPECTION | 24814EC | LF | 698.00 | 698.000 | 0.000 | 0.000 | 3.60 | 0.00 | |||
| 0440 | PVC FOLD AND FORM PIPE LINER-18 IN | 24862EC | LF | 89.00 | 89.000 | 0.000 | 0.000 | 140.15 | 0.00 | |||
| 0445 | PVC FOLD AND FORM PIPE LINER-24 IN | 24863EC | LF | 531.00 | 531.000 | 0.000 | 0.000 | 171.55 | 0.00 | |||
| 0450 | PVC FOLD AND FORM PIPE LINER-30 IN | 24864EC | LF | 129.00 | 129.000 | 0.000 | 0.000 | 210.25 | 0.00 | |||
| 0455 | PVC FOLD AND FORM PIPE LINER-36 IN | 24865EC | LF | 151.00 | 151.000 | 0.000 | 0.000 | 263.30 | 0.00 | |||
| 0460 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0465 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0470 | SLOPED AND MITERED HEADWALL-30 IN | 26133ED | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0475 | SLOPED AND MITERED HEADWALL-36 IN | 26134ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| Project | DE08901812607 | Fed/State Project Number | STP 6000(178) | Category | 0004 SINGLE 6.0' X 4.0' RCBC, STA. 94+31.00, DRAWING NO. 28999 | |||||||
| 0480 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0485 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,000.00 | 0.00 | |||
| 0490 | CONCRETE-CLASS A | 08100 | CUYD | 88.80 | 88.800 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0495 | STEEL REINFORCEMENT | 08150 | LB | 8,124.00 | 8,124.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE08901812607 | Fed/State Project Number | STP 6000(178) | Category | 0005 SINGLE 7.0' X 4.0' RCBC, STA. 99+34.00, DRAWING NO. 29000 | |||||||
| 0500 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0505 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,000.00 | 0.00 | |||
| 0510 | CONCRETE-CLASS A | 08100 | CUYD | 91.20 | 91.200 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0515 | STEEL REINFORCEMENT | 08150 | LB | 9,514.00 | 9,514.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE08901812607 | Fed/State Project Number | STP 6000(178) | Category | 0006 WATERLINE | |||||||
| 0520 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0525 | W CAP EXISTING MAIN | 14003 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0530 | W DIRECTIONAL BORE | 14004 | LF | 303.00 | 303.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0535 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 212.00 | 212.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0540 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0545 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0550 | W METER RELOCATE | 14030 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0555 | W PIPE PVC 03 INCH | 14057 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0560 | W PIPE PVC 04 INCH | 14058 | LF | 11,086.00 | 11,086.000 | 0.000 | 0.000 | 53.00 | 0.00 | |||
| 0565 | W PIPE PVC 06 INCH | 14059 | LF | 189.00 | 189.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0570 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
| 0575 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0580 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0585 | W TIE-IN 03 INCH | 14092 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0590 | W TIE-IN 04 INCH | 14093 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0595 | W TIE-IN 06 INCH | 14094 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0600 | W VALVE 04 INCH | 14104 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0605 | W VALVE 06 INCH | 14105 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0610 | W LINE MARKER | 14144 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| Project | DE08901812607 | Fed/State Project Number | STP 6000(178) | Category | 0007 SEWER LINE FORCE MAIN | |||||||
| 0615 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0620 | S FORCE MAIN DIRECTIONAL BORE | 15030 | LF | 3,036.00 | 3,036.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0625 | S LINE MARKER | 15123 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0630 | S CAP EXISTING MAIN | 15155 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0635 | S FORCE MAIN AIR RLS/VAC VLV 02 IN INST | 15507 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0640 | S FORCE MAIN TIE-IN 06 INCH INST | 15553 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0645 | SEEDING AND MULCHING | 40095 | ACRE | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| Project | DE08901812607 | Fed/State Project Number | STP 6000(178) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0650 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 223,395.58 | 0.00 | |||
| 0655 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 115,025.00 | 0.00 | |||
| SUBTOT | $23,266.50 |
$23,266.500 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
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