|
Report_Id: 261103 Est NO 0001 |
Date:03/16/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 261103 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Stamper, Darren B. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code KY0036473 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 02/18/2026 TO 03/06/2026 | ||||||
| Date Approved | 03/15/2026 | ||||||
| Primary Proj Number | DE0970NEW25D1 | ||||||
| Project No. | FD06 097 NEW ACCESS | ||||||
| Primary County | PERRY | ||||||
| Name of Road | WENDELL H. FORD AIRPORT ACCESS ROAD (NEW ROUTE) | ||||||
| Description | WENDELL H. FORD AIRPORT ACCESS ROAD (NEW ROUTE) | ||||||
| Date Let | 01/29/2026 | Formal Acceptance | |||||
| Date Awarded | 02/10/2026 | Date Work Began | 02/27/2026 | ||||
| Date Contract Executed | 02/18/2026 | Open To Traffic | |||||
| Date NTP Issued | 02/18/2026 | Actual Completion Date | |||||
| Current Contract Amount | $15,260,489.59 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,260,489.59 |
Total Earnings | $315,131.76 |
$0.00 |
$315,131.76 |
|
| Percent Complete | 2.07 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $14,945,357.83 |
Gross Earnings | $315,131.76 |
$0.00 |
$315,131.76 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $315,131.76 |
$0.00 |
$315,131.76 |
|||
| Contract Id | 261103 | Change Order Summary |
County | PERRY | ||||||
| Estimate Nbr | 0001 | Project Number | FD06 097 NEW ACCESS | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 02/18/2026 TO 03/06/2026 | |||||||
| 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 | 261103 | COMMONWEALTH OF KENTUCKY |
County | PERRY | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE0970NEW25D1 | ||||||
| Estimate Nbr | 0001 | Period | 02/18/2026 TO 03/06/2026 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE0970NEW25D1 | Fed/State Project Number | FD06 097 NEW ACCESS | 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 | DE0970NEW25D1 | Fed/State Project Number | FD06 097 NEW ACCESS | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 18,001.00 | 18,001.000 | 0.000 | 0.000 | 47.35 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 440.00 | 440.000 | 0.000 | 0.000 | 43.55 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 178.00 | 178.000 | 0.000 | 0.000 | 138.20 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 975.10 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 10,171.00 | 10,171.000 | 0.000 | 0.000 | 141.85 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 1,949.00 | 1,949.000 | 0.000 | 0.000 | 152.40 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,883.00 | 2,883.000 | 0.000 | 0.000 | 166.85 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 55.00 | 55.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.38B PG76-22 | 00387 | TON | 921.00 | 921.000 | 0.000 | 0.000 | 178.50 | 0.00 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 814.00 | 814.000 | 0.000 | 0.000 | 38.75 | 0.00 | |||
| Project | DE0970NEW25D1 | Fed/State Project Number | FD06 097 NEW ACCESS | Category | 0002 ROADWAY | |||||||
| 0055 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 57.60 | 0.00 | |||
| 0060 | PERFORATED PIPE-4 IN | 01000 | LF | 543.00 | 543.000 | 0.000 | 0.000 | 20.87 | 0.00 | |||
| 0065 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 181.00 | 181.000 | 0.000 | 0.000 | 22.12 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0075 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0080 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0085 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 1,272.00 | 1,272.000 | 0.000 | 0.000 | 42.14 | 0.00 | |||
| 0090 | STANDARD HEADER CURB MOD | 01876 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 36.95 | 0.00 | |||
| 0095 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 13.04 | 0.00 | |||
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0105 | TEMP DITCH | 02159 | LF | 5,148.00 | 5,148.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0110 | CLEAN TEMP DITCH | 02160 | LF | 2,574.00 | 2,574.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | ROADWAY EXCAVATION | 02200 | CUYD | 1,603,406.00 | 1,603,406.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 0120 | SPECIAL EXCAVATION | 02204 | CUYD | 75,000.00 | 75,000.000 | 0.000 | 0.000 | 4.93 | 0.00 | |||
| 0125 | WATER | 02242 | MGAL | 195.00 | 195.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0130 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 219.00 | 219.000 | 0.000 | 0.000 | 29.62 | 0.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,748.19 | 0.00 | |||
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 80.00 | 80.000 | 0.000 | 0.000 | 128.11 | 0.00 | |||
| 0145 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 111.02 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS II | 02483 | TON | 2,921.00 | 2,921.000 | 0.000 | 0.000 | 53.13 | 0.00 | |||
| 0155 | CHANNEL LINING CLASS III | 02484 | TON | 4,775.00 | 4,775.000 | 0.000 | 0.000 | 53.13 | 0.00 | |||
| 0160 | CLEARING AND GRUBBING 88 ACRES | 02545 | LS | 1.00 | 1.000 | 0.330 | 0.000 | 0.330 | 207,400.00 | 68,442.00 | 68,442.00 | |
| 0165 | CONCRETE-CLASS B (REVISED 1-26-26) | 02555 | CUYD | 13.44 | 13.440 | 0.000 | 0.000 | 691.63 | 0.00 | |||
| 0170 | TEMPORARY SIGNS | 02562 | SQFT | 324.00 | 324.000 | 306.000 | 0.000 | 306.000 | 16.96 | 5,189.76 | 5,189.76 | |
| 0175 | EDGE KEY | 02585 | LF | 259.00 | 259.000 | 0.000 | 0.000 | 30.15 | 0.00 | |||
| 0180 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 10,576.00 | 10,576.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0185 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| 0190 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0195 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0200 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0205 | SHOULDER RUMBLE STRIPS | 02696 | LF | 20,176.00 | 20,176.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0210 | TEMP SILT FENCE | 02701 | LF | 5,148.00 | 5,148.000 | 0.000 | 0.000 | 2.99 | 0.00 | |||
| 0215 | SILT TRAP TYPE A | 02703 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0220 | SILT TRAP TYPE B | 02704 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0225 | SILT TRAP TYPE C | 02705 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0235 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0240 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0245 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 80,000.00 | 0.00 | |||
| 0250 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 21.81 | 0.00 | |||
| 0255 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,011.00 | 2,011.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 0260 | TEMP MULCH | 05952 | SQYD | 282,096.00 | 282,096.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 0265 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 213,709.00 | 213,709.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0270 | INITIAL FERTILIZER | 05963 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 1,703.70 | 0.00 | |||
| 0275 | MAINTENANCE FERTILIZER | 05964 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 1,703.70 | 0.00 | |||
| 0280 | SEEDING AND PROTECTION | 05985 | SQYD | 213,709.00 | 213,709.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0285 | AGRICULTURAL LIMESTONE | 05992 | TON | 264.00 | 264.000 | 0.000 | 0.000 | 68.43 | 0.00 | |||
| 0290 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 208.00 | 208.000 | 0.000 | 0.000 | 32.42 | 0.00 | |||
| 0295 | STEEL POST TYPE 1 | 06410 | LF | 410.00 | 410.000 | 0.000 | 0.000 | 21.39 | 0.00 | |||
| 0300 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,316.00 | 2,316.000 | 0.000 | 0.000 | 0.57 | 0.00 | |||
| 0305 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 38,263.00 | 38,263.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0310 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 6,640.00 | 6,640.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0315 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 6,084.00 | 6,084.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 12.47 | 0.00 | |||
| 0325 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 129.89 | 0.00 | |||
| 0330 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 519.55 | 0.00 | |||
| 0335 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 337.71 | 0.00 | |||
| 0340 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 67.00 | 67.000 | 0.000 | 0.000 | 41.56 | 0.00 | |||
| 0345 | INLAID PAVEMENT MARKER-MY | 06611 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 41.56 | 0.00 | |||
| 0350 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 41.56 | 0.00 | |||
| 0355 | FUEL ADJUSTMENT | 10020NS | DOLL | 308,730.00 | 308,730.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 62,256.00 | 62,256.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0365 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 28.37 | 0.00 | |||
| 0370 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0375 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 9,157.00 | 9,157.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0380 | SAWCUT PAVEMENT | 20550ND | LF | 2,496.00 | 2,496.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 0385 | PNEUMATIC BACKSTOWING | 20667ED | TON | 500.00 | 500.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0390 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,496.00 | 2,496.000 | 0.000 | 0.000 | 15.10 | 0.00 | |||
| 0395 | STAMPED CONCRETE | 23379EC | SQYD | 382.00 | 382.000 | 0.000 | 0.000 | 147.01 | 0.00 | |||
| 0400 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 167.00 | 167.000 | 0.000 | 0.000 | 7.27 | 0.00 | |||
| 0405 | GROUT | 23911EC | CUYD | 247.00 | 247.000 | 0.000 | 0.000 | 395.00 | 0.00 | |||
| 0410 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 46.76 | 0.00 | |||
| 0415 | ISLAND CURB AND GUTTER(MODIFIED) | 24261EC | LF | 298.00 | 298.000 | 0.000 | 0.000 | 47.90 | 0.00 | |||
| 0420 | VIBRATING WIRE PIEZOMETER | 24843EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0425 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | DE0970NEW25D1 | Fed/State Project Number | FD06 097 NEW ACCESS | Category | 0003 DRAINAGE | |||||||
| 0430 | ENTRANCE PIPE-15 IN | 00440 | LF | 212.00 | 212.000 | 0.000 | 0.000 | 67.09 | 0.00 | |||
| 0435 | ENTRANCE PIPE-18 IN | 00441 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 73.77 | 0.00 | |||
| 0440 | CULVERT PIPE-18 IN | 00462 | LF | 352.00 | 352.000 | 0.000 | 0.000 | 118.91 | 0.00 | |||
| 0445 | CULVERT PIPE-24 IN | 00464 | LF | 379.00 | 379.000 | 0.000 | 0.000 | 152.61 | 0.00 | |||
| 0450 | CULVERT PIPE-30 IN | 00466 | LF | 272.00 | 272.000 | 0.000 | 0.000 | 199.76 | 0.00 | |||
| 0455 | CULVERT PIPE-36 IN | 00468 | LF | 862.00 | 862.000 | 0.000 | 0.000 | 242.78 | 0.00 | |||
| 0460 | CULVERT PIPE-42 IN | 00469 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 208.04 | 0.00 | |||
| 0465 | CULVERT PIPE-48 IN | 00470 | LF | 360.00 | 360.000 | 0.000 | 0.000 | 517.02 | 0.00 | |||
| 0470 | STORM SEWER PIPE-18 IN | 00522 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 228.02 | 0.00 | |||
| 0475 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,375.00 | 0.00 | |||
| 0480 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0485 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0490 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0495 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0500 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0505 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,850.00 | 0.00 | |||
| 0510 | SLOPED AND PARALLEL HEADWALL-18 IN | 01444 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,550.00 | 0.00 | |||
| 0515 | CURB BOX INLET TYPE A | 01456 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,600.00 | 0.00 | |||
| 0520 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,600.00 | 0.00 | |||
| 0525 | PIPELINE INSPECTION | 24814EC | LF | 2,557.00 | 2,557.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| Project | DE0970NEW25D1 | Fed/State Project Number | FD06 097 NEW ACCESS | Category | 0004 LIGHTING | |||||||
| 0530 | POLE 100 FT MTG HT HIGH MAST | 04712 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75,950.00 | 0.00 | |||
| 0535 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25,007.30 | 0.00 | |||
| 0540 | FUSED CONNECTOR KIT | 04780 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0545 | TRENCHING AND BACKFILLING | 04820 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 0550 | WIRE-NO. 12 | 04832 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 0.64 | 0.00 | |||
| 0555 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0560 | BORE AND JACK CONDUIT | 21543EN | LF | 280.00 | 280.000 | 0.000 | 0.000 | 30.86 | 0.00 | |||
| 0565 | POLE BASE-HIGH MAST | 23161EN | CUYD | 19.00 | 19.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0570 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0575 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 410.00 | 410.000 | 0.000 | 0.000 | 4.07 | 0.00 | |||
| 0580 | PVC CONDUIT-3 IN-SCHEDULE 80 | 24902EC | LF | 280.00 | 280.000 | 0.000 | 0.000 | 2.94 | 0.00 | |||
| Project | DE0970NEW25D1 | Fed/State Project Number | FD06 097 NEW ACCESS | Category | 0005 WATERLINE | |||||||
| 0585 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0590 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0595 | W PIPE PVC 06 INCH | 14059 | LF | 1,325.00 | 1,325.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0600 | W SERV PE/PLST LONG SIDE 2 IN | 14079 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0605 | W SERVICE RELOCATE | 14081 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0610 | W TIE-IN 06 INCH | 14094 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0615 | W VALVE 06 INCH | 14105 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0620 | W LINE MARKER | 14144 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | DE0970NEW25D1 | Fed/State Project Number | FD06 097 NEW ACCESS | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0625 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 483,000.00 | 241,500.00 | 241,500.00 | |
| 0630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 212,905.00 | 0.00 | |||
| SUBTOT | $315,131.76 |
$315,131.76 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||