|
ContID 261510 EST NO 0001 |
Date:07/31/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 261510 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | BOWLING GREEN (03300) Spidel, Travis M. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | MARS ADDR SN 0 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 05/13/2026 TO 07/24/2026 | ||||||
| Date Approved | 07/28/2026 | ||||||
| Primary Proj Number | DE11408842610 | ||||||
| Project No. | FD06 114 0884 007-009 | ||||||
| Primary County | WARREN | ||||||
| Name of Road | THREE SPRINGS RD (KY 884) | ||||||
| Description | WIDENING OF THREE SPRINGS RD. | ||||||
| Date Let | 04/23/2026 | Formal Acceptance | |||||
| Date Awarded | 05/05/2026 | Date Work Began | 07/22/2026 | ||||
| Date Contract Executed | 05/13/2026 | Open To Traffic | |||||
| Date NTP Issued | 05/13/2026 | Actual Completion Date | |||||
| Current Contract Amount | $14,589,688.92 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $14,589,688.92 |
Total Earnings | $278,233.12 |
$0.00 |
$278,233.12 |
|
| Percent Complete | 1.91 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $14,311,455.80 |
Gross Earnings | $278,233.12 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $278,233.12 |
$0.00 |
278,233.12 |
|||
| Contract Id | 261510 | Change Order Summary |
County | WARREN | ||||||
| Estimate Nbr | 0001 | Project Number | FD06 114 0884 007-009 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 05/13/2026 TO 07/24/2026 | |||||||
| 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 | 261510 | COMMONWEALTH OF KENTUCKY |
County | WARREN | ||||||
| Contract Type | WIDN WIDENING | TRANSPORTATION CABINET |
Primary Project Number | DE11408842610 | ||||||
| Estimate Nbr | 0001 | Period | 05/13/2026 TO 07/24/2026 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE11408842610 | Fed/State Project Number | FD06 114 0884 007-009 | 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 | DE11408842610 | Fed/State Project Number | FD06 114 0884 007-009 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 11,715.00 | 11,715.000 | 0.000 | 0.000 | 36.23 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 59.30 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 842.50 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,341.00 | 1,341.000 | 0.000 | 0.000 | 112.30 | 0.00 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 17,384.00 | 17,384.000 | 0.000 | 0.000 | 91.93 | 0.00 | |||
| 0030 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,114.00 | 3,114.000 | 0.000 | 0.000 | 122.01 | 0.00 | |||
| 0035 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,884.00 | 1,884.000 | 0.000 | 0.000 | 101.57 | 0.00 | |||
| 0040 | JOINT ADHESIVE | 20071EC | LF | 28,600.00 | 28,600.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 40.17 | 40.170 | 0.000 | 0.000 | 664.32 | 0.00 | |||
| 0840 | CL4 ASPH SURF 0.38A PG76-22 (ADDED 4-20-26) | 00342 | TON | 185.00 | 185.000 | 0.000 | 0.000 | 208.20 | 0.00 | |||
| Project | DE11408842610 | Fed/State Project Number | FD06 114 0884 007-009 | Category | 0002 ROADWAY | |||||||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 12,292.00 | 12,292.000 | 0.000 | 0.000 | 33.88 | 0.00 | |||
| 0055 | STANDARD CURB AND GUTTER | 01810 | LF | 16,150.00 | 16,150.000 | 0.000 | 0.000 | 24.58 | 0.00 | |||
| 0060 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 446.00 | 446.000 | 0.000 | 0.000 | 69.57 | 0.00 | |||
| 0065 | LIP CURB AND GUTTER | 01820 | LF | 301.00 | 301.000 | 0.000 | 0.000 | 36.12 | 0.00 | |||
| 0070 | STANDARD INTEGRAL CURB | 01830 | LF | 138.00 | 138.000 | 0.000 | 0.000 | 32.21 | 0.00 | |||
| 0075 | STANDARD HEADER CURB | 01875 | LF | 920.00 | 920.000 | 0.000 | 0.000 | 26.65 | 0.00 | |||
| 0080 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 44.20 | 0.00 | |||
| 0085 | RELOCATE TEMP CONC BARRIER (REVISED 4-20-26) | 02003 | LF | 5,030.00 | 5,030.000 | 0.000 | 0.000 | 8.43 | 0.00 | |||
| 0090 | JPC PAVEMENT-8 IN | 02084 | SQYD | 359.00 | 359.000 | 0.000 | 0.000 | 125.45 | 0.00 | |||
| 0095 | REMOVE PAVEMENT | 02091 | SQYD | 700.00 | 700.000 | 0.000 | 0.000 | 18.89 | 0.00 | |||
| 0100 | PAVED DITCH TYPE 1 | 02157 | SQYD | 25.00 | 25.000 | 0.000 | 0.000 | 261.71 | 0.00 | |||
| 0105 | TEMP DITCH | 02159 | LF | 4,123.00 | 4,123.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0110 | CLEAN TEMP DITCH | 02160 | LF | 2,062.00 | 2,062.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | REMOVE PAVED DITCH | 02165 | SQYD | 22.00 | 22.000 | 0.000 | 0.000 | 54.28 | 0.00 | |||
| 0120 | EMBANKMENT IN PLACE | 02230 | CUYD | 34,092.00 | 34,092.000 | 0.000 | 0.000 | 22.46 | 0.00 | |||
| 0125 | WATER | 02242 | MGAL | 312.00 | 312.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0130 | REMOVE FENCE | 02265 | LF | 1,036.00 | 1,036.000 | 0.000 | 0.000 | 3.91 | 0.00 | |||
| 0135 | FENCE-8 FT CHAIN LINK | 02275 | LF | 924.00 | 924.000 | 0.000 | 0.000 | 82.17 | 0.00 | |||
| 0140 | G/R-W BEAM-S FACE TL-3 (REVISED 4-20-26) | 02351 | LF | 362.50 | 362.500 | 0.000 | 0.000 | 25.57 | 0.00 | |||
| 0145 | G/R END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,014.84 | 0.00 | |||
| 0150 | G/R END TREATMENT TYPE 2M | 02370 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,371.50 | 0.00 | |||
| 0155 | REMOVE G/R (REVISED 4-20-26) | 02381 | LF | 1,555.00 | 1,555.000 | 0.000 | 0.000 | 1.79 | 0.00 | |||
| 0160 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 243.70 | 0.00 | |||
| 0165 | WITNESS POST | 02432 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 145.40 | 0.00 | |||
| 0170 | CHANNEL LINING CLASS II | 02483 | TON | 3,395.00 | 3,395.000 | 0.000 | 0.000 | 58.96 | 0.00 | |||
| 0175 | CHANNEL LINING CLASS III | 02484 | TON | 3,335.00 | 3,335.000 | 0.000 | 0.000 | 62.84 | 0.00 | |||
| 0180 | CLEARING AND GRUBBING APPROX. 17 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 62,711.24 | 0.00 | |||
| 0185 | TEMPORARY SIGNS | 02562 | SQFT | 354.00 | 354.000 | 502.000 | 0.000 | 502.000 | 10.25 | 5,145.50 | 5,145.50 | |
| 0190 | EDGE KEY | 02585 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 43.87 | 0.00 | |||
| 0195 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 2,320.00 | 2,320.000 | 0.000 | 0.000 | 4.35 | 0.00 | |||
| 0200 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 12,850.00 | 12,850.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 0205 | MAINTAIN & CONTROL TRAFFIC (KY 884) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 242,326.79 | 0.00 | |||
| 0210 | PORTABLE CHANGEABLE MESSAGE SIGN (REVISED 4-20-26) | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 11,403.60 | 0.00 | |||
| 0215 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,944.47 | 0.00 | |||
| 0220 | ASPHALT PAVE MILLING & TEXTURING (REVISED 4-20-26) | 02677 | TON | 280.00 | 280.000 | 0.000 | 0.000 | 62.41 | 0.00 | |||
| 0225 | SAFELOADING | 02690 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0230 | TEMP SILT FENCE | 02701 | LF | 6,477.00 | 6,477.000 | 507.000 | 0.000 | 507.000 | 2.16 | 1,095.12 | 1,095.12 | |
| 0235 | SILT TRAP TYPE A | 02703 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 283.34 | 0.00 | |||
| 0240 | SILT TRAP TYPE B | 02704 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 266.06 | 0.00 | |||
| 0245 | SILT TRAP TYPE C | 02705 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 228.79 | 0.00 | |||
| 0250 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 70.44 | 0.00 | |||
| 0255 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 70.44 | 0.00 | |||
| 0260 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 72.28 | 0.00 | |||
| 0265 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 7,459.00 | 7,459.000 | 0.000 | 0.000 | 49.74 | 0.00 | |||
| 0270 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 126,366.25 | 0.00 | |||
| 0275 | RELOCATE CRASH CUSHION (REVISED 4-20-26) | 02898 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,300.45 | 0.00 | |||
| 0280 | INSTALL TEMP CRASH CUSHION (REVISED 4-20-26) | 02900 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,324.83 | 0.00 | |||
| 0285 | CONC BARRIER WALL TYPE 9T (REVISED 4-20-26) | 03171 | LF | 2,860.00 | 2,860.000 | 0.000 | 0.000 | 23.34 | 0.00 | |||
| 0290 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,500.00 | 6,500.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0295 | TEMP MULCH | 05952 | SQYD | 57,482.00 | 57,482.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0300 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 42,897.00 | 42,897.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0305 | INITIAL FERTILIZER | 05963 | TON | 1.30 | 1.300 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0310 | MAINTENANCE FERTILIZER | 05964 | TON | 2.10 | 2.100 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0315 | SEEDING AND PROTECTION | 05985 | SQYD | 6,222.00 | 6,222.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0320 | SODDING | 05990 | SQYD | 27,619.00 | 27,619.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0325 | AGRICULTURAL LIMESTONE | 05992 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0330 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 297.00 | 297.000 | 0.000 | 0.000 | 33.97 | 0.00 | |||
| 0335 | STEEL POST TYPE 1 | 06410 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 17.36 | 0.00 | |||
| 0340 | PAVE STRIPING-TEMP PAINT-6 IN (REVISED 4-20-26) | 06511 | LF | 122,860.00 | 122,860.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0345 | PAVE STRIPING-PERM PAINT-6 IN (REVISED 4-20-26) | 06515 | LF | 39,989.00 | 39,989.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 0350 | PAVE STRIPING-PERM PAINT-12 IN (REVISED 4-20-26) | 06517 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0355 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 603.00 | 603.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0360 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0365 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0370 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0375 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0380 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0385 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0390 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 379.00 | 379.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0395 | FUEL ADJUSTMENT | 10020NS | DOLL | 21,374.00 | 21,374.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0400 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 83,017.00 | 83,017.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0405 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 26.18 | 0.00 | |||
| 0410 | THRIE BEAM TO W BEAM CONNECTOR | 20629NS719 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 319.11 | 0.00 | |||
| 0415 | LONGITUDINAL EDGE KEY | 21289ED | LF | 7,397.00 | 7,397.000 | 0.000 | 0.000 | 4.31 | 0.00 | |||
| 0420 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 2,137.50 | 2,137.500 | 0.000 | 0.000 | 28.85 | 0.00 | |||
| 0425 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 56.00 | 56.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0430 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 428.00 | 428.000 | 0.000 | 0.000 | 43.94 | 0.00 | |||
| 0435 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0440 | BARCODE SIGN INVENTORY | 24631EC | EACH | 67.00 | 67.000 | 0.000 | 0.000 | 23.43 | 0.00 | |||
| 0445 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,250.00 | 0.00 | |||
| 0450 | THRIE BEAM G/R TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,190.02 | 0.00 | |||
| 0455 | THRIE BEAM BULLNOSE TERMINAL | 26236EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 21,057.57 | 0.00 | |||
| 0460 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0820 | MAINTAIN & CONTROL TRAFFIC (I-165) (ADDED 4-20-26) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,512.98 | 0.00 | |||
| 0825 | REMOVE STRUCTURE (ADDED 4-20-26) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 131,390.00 | 0.00 | |||
| 0830 | MILLED RUMBLE STRIPS (ADDED 4-20-26) | 20314ED | LF | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 2.85 | 0.00 | |||
| 0835 | LAW ENFORCEMENT OFFICER (ADDED 4-20-26) | 20411ED | HOUR | 300.00 | 300.000 | 0.000 | 0.000 | 96.75 | 0.00 | |||
| Project | DE11408842610 | Fed/State Project Number | FD06 114 0884 007-009 | Category | 0003 DRAINAGE | |||||||
| 0465 | ENTRANCE PIPE-18 IN | 00441 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 107.27 | 0.00 | |||
| 0470 | ENTRANCE PIPE-24 IN | 00443 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 130.78 | 0.00 | |||
| 0475 | CULVERT PIPE-15 IN | 00461 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 125.58 | 0.00 | |||
| 0480 | STORM SEWER PIPE-12 IN | 00520 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 306.99 | 0.00 | |||
| 0485 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,464.00 | 2,464.000 | 0.000 | 0.000 | 105.72 | 0.00 | |||
| 0490 | STORM SEWER PIPE-18 IN | 00522 | LF | 5,706.00 | 5,706.000 | 0.000 | 0.000 | 110.04 | 0.00 | |||
| 0495 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,474.00 | 1,474.000 | 0.000 | 0.000 | 130.87 | 0.00 | |||
| 0500 | PERFORATED PIPE-4 IN | 01000 | LF | 565.00 | 565.000 | 0.000 | 0.000 | 23.77 | 0.00 | |||
| 0505 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 23.98 | 0.00 | |||
| 0510 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 788.22 | 0.00 | |||
| 0515 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0520 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0525 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0530 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0535 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0540 | CURB BOX INLET TYPE A | 01456 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 0545 | DROP BOX INLET TYPE 3 | 01496 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 0550 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0555 | DROP BOX INLET TYPE 12 | 01547 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 0560 | DROP BOX INLET TYPE 13G | 01559 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0565 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0570 | DROP BOX INLET TYPE 14 | 01577 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0575 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0580 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0585 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 15,135.00 | 15,135.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0590 | CONCRETE-CLASS A | 08100 | CUYD | 1.99 | 1.990 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0595 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 113.00 | 113.000 | 0.000 | 0.000 | 638.51 | 0.00 | |||
| 0600 | PIPELINE INSPECTION | 24814EC | LF | 5,643.00 | 5,643.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0845 | PRECAST BOX CULVERT 6'X3' (ADDED 4-20-26) | 24496ED | LF | 95.00 | 95.000 | 0.000 | 0.000 | 1,285.00 | 0.00 | |||
| 0850 | BOX CULVERT HEADWALL (ADDED 4-20-26) | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 11,145.00 | 0.00 | |||
| Project | DE11408842610 | Fed/State Project Number | FD06 114 0884 007-009 | Category | 0004 BOX CULVERT | |||||||
| 0605 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 18.90 | 18.900 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0610 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 49,315.00 | 0.00 | |||
| 0615 | CONCRETE-CLASS A | 08100 | CUYD | 96.90 | 96.900 | 0.000 | 0.000 | 865.00 | 0.00 | |||
| 0620 | STEEL REINFORCEMENT | 08150 | LB | 12,928.00 | 12,928.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| Project | DE11408842610 | Fed/State Project Number | FD06 114 0884 007-009 | Category | 0005 BRIDGE | |||||||
| 0625 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 242.00 | 242.000 | 0.000 | 0.000 | 97.00 | 0.00 | |||
| 0630 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 76.20 | 76.200 | 0.000 | 0.000 | 103.90 | 0.00 | |||
| 0635 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 425,323.63 | 0.00 | |||
| 0640 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,217.00 | 1,217.000 | 0.000 | 0.000 | 37.65 | 0.00 | |||
| 0645 | TEST PILES | 08033 | LF | 108.00 | 108.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0650 | PILES-STEEL HP12X53 | 08046 | LF | 956.00 | 956.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0655 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0660 | CONCRETE-CLASS A | 08100 | CUYD | 562.10 | 562.100 | 0.000 | 0.000 | 856.00 | 0.00 | |||
| 0665 | CONCRETE-CLASS AA | 08104 | CUYD | 630.70 | 630.700 | 0.000 | 0.000 | 1,030.00 | 0.00 | |||
| 0670 | MECHANICAL REINF COUPLER #11 | 08136 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 0675 | STEEL REINFORCEMENT | 08150 | LB | 68,736.00 | 68,736.000 | 0.000 | 0.000 | 1.95 | 0.00 | |||
| 0680 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 139,496.00 | 139,496.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0685 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 1,592.50 | 1,592.500 | 0.000 | 0.000 | 495.00 | 0.00 | |||
| 0690 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | LF | 456.00 | 456.000 | 0.000 | 0.000 | 178.00 | 0.00 | |||
| 0695 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 135.00 | 135.000 | 0.000 | 0.000 | 3,359.00 | 0.00 | |||
| 0700 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 459.00 | 459.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0705 | ROCK SOUNDINGS | 20745ED | LF | 488.30 | 488.300 | 0.000 | 0.000 | 58.60 | 0.00 | |||
| 0710 | ROCK CORINGS | 20746ED | LF | 354.00 | 354.000 | 0.000 | 0.000 | 93.75 | 0.00 | |||
| 0715 | CONCRETE SEALING | 23378EC | SQFT | 30,303.00 | 30,303.000 | 0.000 | 0.000 | 2.21 | 0.00 | |||
| 0720 | DECK DRAIN | 23813EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 935.00 | 0.00 | |||
| 0725 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,070.00 | 0.00 | |||
| 0855 | CSL TESTING (4 TUBES) (ADDED 4-21-26) | 21321NC | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 3,090.00 | 0.00 | |||
| Project | DE11408842610 | Fed/State Project Number | FD06 114 0884 007-009 | Category | 0006 LIGHTING | |||||||
| 0730 | POLE 30 FT MTG HT | 04700 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,650.00 | 0.00 | |||
| 0735 | BRACKET 4 FT | 04720 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 508.00 | 0.00 | |||
| 0740 | BRACKET 10 FT | 04723 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 0745 | BRACKET 15 FT | 04725 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,018.00 | 0.00 | |||
| 0750 | POLE BASE | 04740 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,217.00 | 0.00 | |||
| 0755 | TRANSFORMER BASE | 04750 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,717.00 | 0.00 | |||
| 0760 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 21,950.00 | 0.00 | |||
| 0765 | FUSED CONNECTOR KIT | 04780 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 261.00 | 0.00 | |||
| 0770 | CONDUIT-2 IN | 04795 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 21.91 | 0.00 | |||
| 0775 | TRENCHING AND BACKFILLING | 04820 | LF | 1,267.00 | 1,267.000 | 0.000 | 0.000 | 4.42 | 0.00 | |||
| 0780 | WIRE-NO. 12 | 04832 | LF | 1,209.00 | 1,209.000 | 0.000 | 0.000 | 1.63 | 0.00 | |||
| 0785 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,757.00 | 0.00 | |||
| 0790 | BORE AND JACK CONDUIT | 21543EN | LF | 250.00 | 250.000 | 0.000 | 0.000 | 62.35 | 0.00 | |||
| 0795 | WIRE-NO. 10 | 23778EC | LF | 5,169.00 | 5,169.000 | 0.000 | 0.000 | 1.63 | 0.00 | |||
| 0800 | LED LUMINAIRE | 24589ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 703.00 | 0.00 | |||
| 0805 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,267.00 | 1,267.000 | 0.000 | 0.000 | 8.92 | 0.00 | |||
| Project | DE11408842610 | Fed/State Project Number | FD06 114 0884 007-009 | Category | 0007 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0810 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 543,985.00 | 271,992.50 | 271,992.50 | |
| 0815 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 209,625.00 | 0.00 | |||
| SUBTOT | $278,233.12 |
$278,233.120 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||