|
Report_Id: 241306 Est NO 0022 |
Date:06/23/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241306 | Estimate Number | 0022 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10300) Watts, Isaac Travis | ||||||
| Contractor | TRITON CONSTRUCTION INC | ADDR SN 0 VC Code KS0006872 | |||||
| , , | |||||||
| Pay Period | 05/31/2025 TO 06/13/2025 | ||||||
| Date Approved | 06/22/2025 | ||||||
| Primary Proj Number | DE01300152406 | ||||||
| Project No. | NHPP 0151 (090) | ||||||
| Primary County | BREATHITT | ||||||
| Name of Road | KY 15 | ||||||
| Description | IMPROVE KY 15 FROM THE INTERSECTION OF THE NEW KY15/30 TO IN TERSECTION OF KY1812 | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 06/24/2024 | ||||
| Date Contract Executed | 05/09/2024 | Open To Traffic | |||||
| Date NTP Issued | 05/09/2024 | Actual Completion Date | |||||
| Current Contract Amount | $49,987,480.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $49,552,000.00 |
Total Earnings | $16,534,221.07 |
$15,932,743.89 |
$601,477.18 |
|
| Percent Complete | 33.79 |
Stockpiled Materials | $356,456.73 |
$178,539.53 |
$177,917.20 |
|
| Funds Available | $33,096,802.20 |
Gross Earnings | $16,890,677.80 |
$16,111,283.42 |
$779,394.38 |
|
| Total Change Orders | $435,480.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $16,890,677.80 |
$16,111,283.42 |
$779,394.38 |
|||
| Contract Id | 241306 | Change Order Summary |
County | BREATHITT | ||||||
| Estimate Nbr | 0022 | Project Number | NHPP 0151 (090) | |||||||
| Contractor | TRITON CONSTRUCTION INC | Period | 05/31/2025 TO 06/13/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Construction Revision | Approved | 05/20/2025 | $435,480.00 | 20.0 | |||||
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 | 241306 | COMMONWEALTH OF KENTUCKY |
County | BREATHITT | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE01300152406 | ||||||
| Estimate Nbr | 0022 | Period | 05/31/2025 TO 06/13/2025 | |||||||
| Contractor | TRITON CONSTRUCTION INC | |||||||||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | 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 | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 10,295.00 | 10,295.000 | 0.000 | 0.000 | 41.40 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 1,063.00 | 1,063.000 | 107.800 | 1,602.030 | 1,709.830 | 65.00 | 7,007.00 | 111,138.95 | |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 11.35 | 11.350 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 1.36 | 1.360 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 9,070.00 | 9,070.000 | 0.000 | 0.000 | 136.15 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,544.00 | 1,544.000 | 0.000 | 0.000 | 131.35 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 4,544.00 | 4,544.000 | 0.000 | 0.000 | 131.35 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 825.00 | 825.000 | 0.000 | 0.000 | 141.10 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,409.00 | 1,409.000 | 0.000 | 0.000 | 146.25 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,533.00 | 3,533.000 | 0.000 | 0.000 | 146.25 | 0.00 | |||
| 0055 | JPC PAVEMENT-9 IN | 02073 | SQYD | 5,008.00 | 5,008.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 0060 | JPC PAVEMENT-8 IN | 02084 | SQYD | 588.00 | 588.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 0065 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3,873.00 | 3,873.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0075 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 31.98 | 31.980 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0002 ROADWAY | |||||||
| 0080 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,600.00 | 0.00 | |||
| 0085 | ADJUST MANHOLE | 01792 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0090 | STANDARD CURB AND GUTTER | 01810 | LF | 10,215.00 | 10,215.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0095 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 1,270.00 | 1,270.000 | 0.000 | 0.000 | 81.00 | 0.00 | |||
| 0100 | STANDARD HEADER CURB | 01875 | LF | 142.00 | 142.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0105 | MOUNTABLE MEDIAN TYPE 1A | 01945 | SQYD | 282.00 | 282.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0110 | MOUNTABLE MEDIAN TYPE 3A | 01947 | SQYD | 108.00 | 108.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 15.97 | 0.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 30.00 | 30.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 0125 | REMOVE PAVEMENT | 02091 | SQYD | 743.00 | 743.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0130 | TEMP DITCH | 02159 | LF | 3,744.00 | 3,744.000 | 100.000 | 620.000 | 720.000 | 3.00 | 300.00 | 2,160.00 | |
| 0135 | CLEAN TEMP DITCH | 02160 | LF | 1,872.00 | 1,872.000 | 500.000 | 1,350.000 | 1,850.000 | 2.00 | 1,000.00 | 3,700.00 | |
| 0140 | ROADWAY EXCAVATION | 02200 | CUYD | 607,693.00 | 622,517.000 | 14,355.000 | 342,471.890 | 356,826.890 | 27.50 | 394,762.50 | 9,812,739.47 | |
| 0145 | WATER | 02242 | MGAL | 269.00 | 269.000 | 10.000 | 32.000 | 42.000 | 150.00 | 1,500.00 | 6,300.00 | |
| 0150 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 1,293.00 | 1,293.000 | 0.000 | 0.000 | 9.17 | 0.00 | |||
| 0155 | FENCE-4 FT CHAIN LINK | 02273 | LF | 878.00 | 878.000 | 0.000 | 0.000 | 30.46 | 0.00 | |||
| 0160 | DOUBLE VEHICULAR WOVEN WIRE GATE | 02289 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,320.77 | 0.00 | |||
| 0165 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,526.00 | 2,526.000 | 0.000 | 0.000 | 35.48 | 0.00 | |||
| 0170 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 85.13 | 0.00 | |||
| 0175 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,017.03 | 0.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,415.36 | 0.00 | |||
| 0185 | REMOVE GUARDRAIL | 02381 | LF | 3,688.00 | 3,688.000 | 290.000 | 290.000 | 3.35 | 971.50 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 224.70 | 0.00 | |||
| 0195 | WITNESS POST | 02432 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 207.49 | 0.00 | |||
| 0200 | CHANNEL LINING CLASS II | 02483 | TON | 1,123.00 | 1,123.000 | 0.000 | 0.000 | 74.00 | 0.00 | |||
| 0205 | CHANNEL LINING CLASS III | 02484 | TON | 615.00 | 615.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0210 | CHANNEL LINING CLASS IV | 02488 | CUYD | 12,980.00 | 12,980.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0215 | CLEARING AND GRUBBING (APPR 53 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 1,498,259.30 | 1,123,694.47 | |||
| 0220 | CONCRETE-CLASS B FENCE | 02555 | CUYD | 13.80 | 13.800 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0225 | TEMPORARY SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 1,047.750 | 1,047.750 | 7.00 | 7,334.25 | |||
| 0230 | EDGE KEY | 02585 | LF | 267.00 | 267.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0235 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 43,672.00 | 43,672.000 | 6,408.000 | 6,408.000 | 4.00 | 25,632.00 | |||
| 0240 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 550,000.00 | 357,500.00 | |||
| 0245 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 15,000.00 | 45,000.00 | |||
| 0250 | SAFELOADING | 02690 | CUYD | 71.00 | 71.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0255 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0260 | SHOULDER RUMBLE STRIPS | 02696 | LF | 7,012.00 | 7,012.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0265 | TEMP SILT FENCE | 02701 | LF | 3,744.00 | 3,744.000 | 400.000 | 400.000 | 4.00 | 1,600.00 | |||
| 0270 | SILT TRAP TYPE A | 02703 | EACH | 59.00 | 59.000 | 20.000 | 20.000 | 230.00 | 4,600.00 | |||
| 0275 | SILT TRAP TYPE B | 02704 | EACH | 59.00 | 59.000 | 19.000 | 19.000 | 160.00 | 3,040.00 | |||
| 0280 | SILT TRAP TYPE C | 02705 | EACH | 59.00 | 59.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 59.00 | 59.000 | 10.000 | 10.000 | 100.00 | 1,000.00 | |||
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 59.00 | 59.000 | 10.000 | 10.000 | 60.00 | 600.00 | |||
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 59.00 | 59.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0300 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 7,682.00 | 7,682.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0305 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 300,000.00 | 150,000.00 | |||
| 0310 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,000.00 | 2,000.000 | 2,960.000 | 2,960.000 | 60.00 | 177,600.00 | |||
| 0315 | STEEL PIPE-2 1/2 IN | 03340 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0320 | STEEL PIPE-4 IN | 03343 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0325 | TEMP SIGNAL | 04935 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 50,770.00 | 25,385.00 | |||
| 0330 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,370.00 | 2,370.000 | 7,200.000 | 7,200.000 | 3.37 | 24,264.00 | |||
| 0335 | TEMP MULCH | 05952 | SQYD | 192,849.00 | 192,849.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 143,917.00 | 143,917.000 | 30,000.000 | 30,000.000 | 0.33 | 9,900.00 | |||
| 0345 | INITIAL FERTILIZER | 05963 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 1,150.36 | 0.00 | |||
| 0350 | MAINTENANCE FERTILIZER | 05964 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 1,150.36 | 0.00 | |||
| 0355 | SEEDING AND PROTECTION | 05985 | SQYD | 287,835.00 | 287,835.000 | 17,000.000 | 17,000.000 | 1.04 | 17,680.00 | |||
| 0360 | AGRICULTURAL LIMESTONE | 05992 | TON | 178.40 | 178.400 | 0.000 | 0.000 | 82.22 | 0.00 | |||
| 0365 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 48,670.00 | 48,670.000 | 25,356.000 | 89,627.000 | 114,983.000 | 0.25 | 6,339.00 | 28,745.75 | |
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 11,700.00 | 11,700.000 | 22,266.000 | 22,266.000 | 0.30 | 6,679.80 | |||
| 0375 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 17,883.00 | 17,883.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0380 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 14,900.00 | 14,900.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0385 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,103.00 | 1,103.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0390 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0395 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 630.00 | 630.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0400 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 340.00 | 340.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0405 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0410 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0415 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0420 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 318.00 | 318.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0425 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 299.00 | 299.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0430 | FUEL ADJUSTMENT | 10020NS | DOLL | 143,001.00 | 143,001.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0435 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 81,808.00 | 81,808.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | JOINT ADHESIVE | 20071EC | LF | 6,361.00 | 6,361.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0445 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 564.00 | 564.000 | 505.000 | 505.000 | 7.00 | 3,535.00 | |||
| 0450 | TEMPORARY PIPE | 20166ES810 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 170.00 | 30,600.00 | |||
| 0455 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 65.04 | 0.00 | |||
| 0460 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 120.00 | 120.000 | 9.000 | 9.000 | 70.00 | 630.00 | |||
| 0465 | SAWCUT PAVEMENT | 20550ND | LF | 6,361.00 | 6,361.000 | 3,300.000 | 3,300.000 | 4.50 | 14,850.00 | |||
| 0470 | TEMP CRASH CUSHION | 20738NS112 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 870.84 | 2,612.52 | |||
| 0475 | LONGITUDINAL EDGE KEY | 21289ED | LF | 6,361.00 | 6,361.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0480 | RELOCATE SIGNAL HEAD | 21659NN | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0485 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 2,200.00 | 2,200.000 | 18,499.000 | 18,499.000 | 5.00 | 92,495.00 | |||
| 0490 | PEDESTRIAN SAFETY FENCE | 23119EN | LF | 293.00 | 293.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0495 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 675.00 | 675.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0500 | PAVE MARK TY 1 TAPE X-WALK-12 IN | 23264ES717 | LF | 401.00 | 401.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0505 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | LF | 98.00 | 98.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0510 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0515 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 18.00 | 18.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0520 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | SQFT | 95.00 | 95.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0525 | PAVE STRIPE-WET REF TAPE-4 IN Y | 23869EC | LF | 260.00 | 260.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0530 | PAVE STRIPE-WET REF TAPE-4 IN W | 23870EC | LF | 494.00 | 494.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0535 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23871EC | LF | 1,808.00 | 1,808.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0540 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | LF | 1,365.00 | 1,365.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0545 | PIPELINE INSPECTION | 24814EC | LF | 8,465.00 | 8,465.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0550 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.250 | 0.250 | 100,000.00 | 25,000.00 | |||
| 0555 | PVC FOLD AND FORM PIPE LINER-30 IN | 24864EC | LF | 160.00 | 160.000 | 0.000 | 0.000 | 380.00 | 0.00 | |||
| 0560 | PVC FOLD AND FORM PIPE LINER-36 IN | 24865EC | LF | 222.00 | 222.000 | 0.000 | 0.000 | 435.00 | 0.00 | |||
| 0565 | REMOVE (PRIVATE RECREATIONAL VEHICLE HOOK-UP-EL | 24894EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0570 | REMOVE (PRIVATE RECREATIONAL VEHICLE HOOK-UP-SA | 24894EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0575 | REMOVE (PRIVATE RECREATIONAL VEHICLE HOOK-UP-WA | 24894EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 8000 | EW~ Environmental Study | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 27,820.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0003 DRAINAGE | |||||||
| 0580 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 48.10 | 0.00 | |||
| 0585 | ENTRANCE PIPE-15 IN | 00440 | LF | 205.00 | 205.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0590 | ENTRANCE PIPE-30 IN | 00445 | LF | 286.00 | 286.000 | 0.000 | 0.000 | 68.32 | 0.00 | |||
| 0595 | CULVERT PIPE-15 IN | 00461 | LF | 269.00 | 269.000 | 0.000 | 0.000 | 58.31 | 0.00 | |||
| 0600 | CULVERT PIPE-18 IN | 00462 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0605 | CULVERT PIPE-24 IN | 00464 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 82.82 | 0.00 | |||
| 0610 | CULVERT PIPE-30 IN | 00466 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 88.88 | 0.00 | |||
| 0615 | STORM SEWER PIPE-15 IN | 00521 | LF | 5,046.00 | 5,046.000 | 0.000 | 0.000 | 58.21 | 0.00 | |||
| 0620 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,444.00 | 2,444.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0625 | STORM SEWER PIPE-24 IN | 00524 | LF | 235.00 | 235.000 | 0.000 | 0.000 | 84.00 | 0.00 | |||
| 0630 | STORM SEWER PIPE-30 IN | 00526 | LF | 13.00 | 13.000 | 0.000 | 0.000 | 91.14 | 0.00 | |||
| 0635 | STORM SEWER PIPE-36 IN | 00528 | LF | 203.00 | 203.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
| 0640 | STORM SEWER PIPE-42 IN | 00529 | LF | 522.00 | 522.000 | 0.000 | 0.000 | 122.33 | 0.00 | |||
| 0645 | PERFORATED PIPE-4 IN | 01000 | LF | 736.00 | 736.000 | 0.000 | 0.000 | 5.52 | 0.00 | |||
| 0650 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 9,212.00 | 9,212.000 | 0.000 | 0.000 | 6.23 | 0.00 | |||
| 0655 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 680.00 | 680.000 | 0.000 | 0.000 | 5.52 | 0.00 | |||
| 0660 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 688.00 | 0.00 | |||
| 0665 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 768.00 | 0.00 | |||
| 0670 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 861.00 | 0.00 | |||
| 0675 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 886.00 | 0.00 | |||
| 0680 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 954.00 | 0.00 | |||
| 0685 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,065.00 | 0.00 | |||
| 0690 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,288.00 | 0.00 | |||
| 0695 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,608.00 | 0.00 | |||
| 0700 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,898.00 | 0.00 | |||
| 0705 | REMOVE PIPE | 01310 | LF | 157.00 | 157.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0710 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,131.00 | 0.00 | |||
| 0715 | CURB BOX INLET TYPE A | 01456 | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 5,086.00 | 0.00 | |||
| 0720 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,110.00 | 0.00 | |||
| 0725 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,408.00 | 0.00 | |||
| 0730 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,882.00 | 0.00 | |||
| 0735 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,218.00 | 0.00 | |||
| 0740 | DROP BOX INLET TYPE 15 | 01580 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,409.00 | 0.00 | |||
| 0745 | JUNCTION BOX | 01650 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0750 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0755 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 620.00 | 0.00 | |||
| 0760 | MANHOLE TYPE B | 01761 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,023.00 | 0.00 | |||
| 0765 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0770 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,487.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0004 BRIDGE - 28744 RCBC KY 3068 OVER MILLER BRANCH | |||||||
| 0775 | GRANULAR EMBANKMENT | 02223 | CUYD | 544.00 | 544.000 | 56.020 | 0.000 | 56.020 | 100.00 | 5,602.00 | 5,602.00 | |
| 0780 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 324.00 | 324.000 | 37.350 | 0.000 | 37.350 | 120.00 | 4,482.00 | 4,482.00 | |
| 0785 | SAFELOADING | 02690 | CUYD | 351.80 | 351.800 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0790 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 95.00 | 95.000 | 40.000 | 40.000 | 220.00 | 8,800.00 | |||
| 0795 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.550 | 0.550 | 950,000.00 | 522,500.00 | |||
| 0800 | CONCRETE-CLASS A | 08100 | CUYD | 499.90 | 499.900 | 125.350 | 0.000 | 125.350 | 1,300.00 | 162,955.00 | 162,955.00 | |
| 0805 | STEEL REINFORCEMENT | 08150 | LB | 62,335.00 | 62,335.000 | 11,920.000 | 0.000 | 11,920.000 | 1.00 | 11,920.00 | 11,920.00 | |
| 0810 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0005 BRIDGE - 28745 RCBC KY 15 OVER MILLER BRANCH | |||||||
| 0815 | PERFORATED PIPE-6 IN | 01001 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0820 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 78.00 | 78.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0825 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 102.30 | 102.300 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0830 | HANDRAIL-TYPE A-1 | 02611 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0835 | SAND | 02700 | TON | 379.00 | 379.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0840 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 58.00 | 58.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0845 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 200,000.00 | 130,000.00 | |||
| 0850 | COFFERDAM | 08037 | LS | 1.00 | 1.000 | 0.550 | 0.550 | 800,000.00 | 440,000.00 | |||
| 0855 | CONCRETE-CLASS A | 08100 | CUYD | 186.40 | 186.400 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0860 | STEEL REINFORCEMENT | 08150 | LB | 19,166.00 | 19,166.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0865 | STRUCTURAL STEEL 2403 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0870 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| 0875 | HDPE PIPE LINER - | 24583EC | LF | 294.00 | 294.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0880 | HDPE PIPE - | 24786EN | LF | 45.00 | 45.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0885 | DROP IN GRATE | 24798ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0890 | FLAP GATE - | 24886EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0895 | FLOOD GATE | 24939ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0900 | AASHTO NO 89 STONE | 26197EC | TON | 81.00 | 81.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0905 | TRASH RACK | 26198ED | SQFT | 72.00 | 72.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| 0910 | STOP LOGS | 26199ED | SQFT | 17.00 | 17.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0006 BRIDGE - 28746 PEDISTRIAN BR OVER MILLER BRANCH | |||||||
| 0915 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0920 | PEDESTRIAN GATE-CHAIN LINK | 02281 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0925 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 0930 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 68.00 | 68.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0935 | PILES-STEEL HP12X53 | 08046 | LF | 153.00 | 153.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0940 | PILE POINTS-12 IN | 08094 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0945 | CONCRETE-CLASS A | 08100 | CUYD | 23.90 | 23.900 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0950 | CONCRETE-CLASS AA | 08104 | CUYD | 12.20 | 12.200 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0955 | STEEL REINFORCEMENT | 08150 | LB | 5,932.00 | 5,932.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0960 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | LF | 12.20 | 12.200 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0965 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 9.00 | 9.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0970 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 20.00 | 20.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0975 | ROCK SOUNDINGS | 20745ED | LF | 13.00 | 13.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0980 | ROCK CORINGS | 20746ED | LF | 22.50 | 22.500 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0985 | CSL ACCESS TUBING (4 TUBES) | 21319NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| 0990 | CSL TESTING (4 TUBES) | 21321NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0995 | CONCRETE SEALING | 23378EC | SQFT | 616.00 | 616.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1000 | TRUSS BRIDGE SUPERSTRUCTURE | 24567ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 300,000.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0007 BRIDGE - 28747 RCBC WASHINGTON AVE OVER MILLER BRANCH | |||||||
| 1005 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 182.00 | 182.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 1010 | HANDRAIL-TYPE A-1 | 02611 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 1015 | HANDRAIL-TYPE A-2 | 02612 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 1020 | SAND | 02700 | TON | 657.00 | 657.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1025 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 68.00 | 68.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 1030 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 400,000.00 | 0.00 | |||
| 1035 | COFFERDAM (INLET EXTENSION) | 08037 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 400,000.00 | 0.00 | |||
| 1040 | COFFERDAM (OUTLET EXTENSION) | 08037 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 170,000.00 | 0.00 | |||
| 1045 | CONCRETE-CLASS A | 08100 | CUYD | 551.90 | 551.900 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 1050 | STEEL REINFORCEMENT | 08150 | LB | 54,769.00 | 54,769.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 1055 | STRUCTURAL STEEL (844 LBS) | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 1060 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 1065 | FRAME AND LID TY 2 | 20478ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1070 | CSL TESTING (4 TUBES) | 21321NC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1075 | VIBRATION MONITORING | 24550EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 1080 | HDPE PIPE LINER - | 24583EC | LF | 208.00 | 208.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1085 | HDPE PIPE - | 24786EN | LF | 111.00 | 111.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 1090 | DROP IN GRATE | 24798ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 36,000.00 | 0.00 | |||
| 1095 | VIBRATING WIRE PIEZOMETER | 24843EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 1100 | PERMANENT STEEL CASING - | 24884ED | LF | 12.00 | 12.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1105 | FLAP GATE - | 24886EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 1110 | AUTOMATED SLIDE GATE | 25086EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 1115 | AASHTO NO 89 STONE | 26197EC | TON | 323.00 | 323.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1120 | TRASH RACK | 26198ED | SQFT | 77.00 | 77.000 | 0.000 | 0.000 | 480.00 | 0.00 | |||
| 1125 | 24 HR FALLING HEAD PERM TEST IN CORES | 26201EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 1130 | WATER PSSR TEST IN CORES-SINGLE PACKER | 26202EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 1135 | SECANT SHAFT CONCRETE CORES | 26203EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 1140 | SECANT SHAFTS | 26207ED | LF | 3,542.00 | 3,542.000 | 0.000 | 0.000 | 590.12 | 0.00 | |||
| 1145 | SECANT SHAFTS WITH LIGHTWEIGHT CONCRETE | 26212EC | LF | 237.00 | 237.000 | 0.000 | 0.000 | 680.00 | 0.00 | |||
| 1150 | SOIL GROUTING | 26213EC | CUYD | 33.00 | 33.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1155 | VIBRATING WIRE DATA LOGGER (4 CHANNEL) | 26222ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 1160 | PRESSURE TEST OF SOIL GROUTING | 26223ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1165 | CCTV SOIL GROUTING INSPECTION | 26224ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1170 | ROTATING BEACON AND POLE | 40130 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 1175 | ELECTRICAL | 50003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 571,800.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0008 UTILITY - GASLINE | |||||||
| 1180 | G DIRECTIONAL BORE | 16000 | LF | 2,133.00 | 2,133.000 | 1,677.000 | 1,677.000 | 145.00 | 243,165.00 | |||
| 1185 | G ENCASEMENT STEEL OPEN CUT RANGE 1 | 16008 | LF | 260.00 | 260.000 | 96.000 | 96.000 | 130.00 | 12,480.00 | |||
| 1190 | G ENCASEMENT STEEL OPEN CUT RANGE 2 | 16009 | LF | 558.00 | 558.000 | 355.000 | 355.000 | 160.00 | 56,800.00 | |||
| 1195 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | LF | 871.00 | 871.000 | 0.000 | 0.000 | 42.50 | 0.00 | |||
| 1200 | G PIPE POLYETHYLENE/PLASTIC 04 INCH | 16017 | LF | 5,192.00 | 5,192.000 | 2,683.000 | 2,683.000 | 52.12 | 139,837.96 | |||
| 1205 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH | 16031 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,803.00 | 0.00 | |||
| 1210 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH | 16036 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,010.00 | 0.00 | |||
| 1215 | G TIE-IN POLYETHYLENE/PLASTIC 02 INCH | 16041 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,108.21 | 0.00 | |||
| 1220 | G TIE-IN POLYETHYLENE/PLASTIC 04 INCH | 16043 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 3,462.00 | 0.00 | |||
| 1225 | G TIE-IN SPECIAL | 16048 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,372.87 | 6,745.74 | |||
| 1230 | G VALVE POLYETHYLENE/PLASTIC 02 INCH | 16049 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,201.00 | 0.00 | |||
| 1235 | G VALVE POLYETHYLENE/PLASTIC 04 INCH | 16051 | EACH | 23.00 | 23.000 | 6.000 | 6.000 | 2,604.00 | 15,624.00 | |||
| 1240 | G VALVE SPECIAL | 16056 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 465.00 | 0.00 | |||
| 1245 | G LINE MARKER | 16065 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1250 | G MAIN ABANDON (ENTIRE PROJECT) | 16068 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1255 | G PIPE POLYETHYLENE/PLASTIC 01 INCH | 16110 | LF | 512.00 | 512.000 | 0.000 | 0.000 | 25.10 | 0.00 | |||
| 1260 | SEEDING AND MULCHING | 40095 | ACRE | 0.50 | 0.500 | 0.000 | 0.000 | 2,880.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0009 SEWER | |||||||
| 1265 | S BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 1270 | S DIRECTIONAL BORE (10 INCH) | 15011 | LF | 740.00 | 740.000 | 1,205.000 | 1,205.000 | 105.00 | 126,525.00 | |||
| 1275 | S DIRECTIONAL BORE (4 INCH) | 15011 | LF | 1,152.00 | 1,152.000 | 80.000 | 80.000 | 75.00 | 6,000.00 | |||
| 1280 | S DIRECTIONAL BORE (6 INCH) | 15011 | LF | 742.00 | 742.000 | 50.000 | 2,500.000 | 2,550.000 | 92.00 | 4,600.00 | 234,600.00 | |
| 1285 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 370.00 | 370.000 | 160.000 | 160.000 | 375.00 | 60,000.00 | |||
| 1290 | S ENCASEMENT STEEL OPEN CUT RANGE 2 (2IN AND 3IN FM) | 15021 | LF | 340.00 | 340.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 1295 | S ENCASEMENT STEEL OPEN CUT RANGE 2 (6IN FM) | 15021 | LF | 545.00 | 545.000 | 545.000 | 545.000 | 210.00 | 114,450.00 | |||
| 1300 | S ENCASEMENT STEEL OPEN CUT RANGE 3 | 15022 | LF | 180.00 | 180.000 | 100.000 | 100.000 | 180.00 | 18,000.00 | |||
| 1305 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1310 | S ENCASEMENT STEEL OPEN CUT RANGE 4 (12IN GRAVITY) | 15023 | LF | 50.00 | 50.000 | 100.000 | 100.000 | 280.00 | 28,000.00 | |||
| 1315 | S ENCASEMENT STEEL OPEN CUT RANGE 4 (6IN AND 6IN FM) | 15023 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 1320 | S FORCE MAIN AIR RLS/VAC VLV 02 IN | 15026 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 4,852.00 | 0.00 | |||
| 1325 | S FORCE MAIN PVC 03 INCH | 15058 | LF | 1,030.00 | 1,030.000 | 320.000 | 320.000 | 22.00 | 7,040.00 | |||
| 1330 | S FORCE MAIN PVC 04 INCH | 15059 | LF | 291.00 | 291.000 | 730.000 | 730.000 | 24.00 | 17,520.00 | |||
| 1335 | S FORCE MAIN PVC 06 INCH | 15060 | LF | 7,898.00 | 7,898.000 | 2,758.000 | 2,758.000 | 61.23 | 168,872.34 | |||
| 1340 | S FORCE MAIN PVC 08 INCH | 15061 | LF | 103.00 | 103.000 | 14.000 | 0.000 | 14.000 | 72.12 | 1,009.68 | 1,009.68 | |
| 1345 | S FORCE MAIN TIE-IN 03 INCH | 15072 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,641.00 | 0.00 | |||
| 1350 | S FORCE MAIN TIE-IN 06 INCH | 15074 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,640.00 | 6,560.00 | |||
| 1355 | S FORCE MAIN VALVE GATE (4 INCH) | 15084 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,822.00 | 0.00 | |||
| 1360 | S FORCE MAIN VALVE GATE (6 INCH) | 15084 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,009.00 | 0.00 | |||
| 1365 | S FORCE MAIN VALVE GATE 8 INCH | 15084 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,210.00 | 0.00 | |||
| 1370 | S LATERAL SHORT SIDE 04 INCH | 15089 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 2,612.00 | 0.00 | |||
| 1375 | S MANHOLE | 15092 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 4,810.00 | 0.00 | |||
| 1380 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1,462.00 | 0.00 | |||
| 1385 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,532.00 | 0.00 | |||
| 1390 | S MANHOLE CASTING STANDARD | 15095 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 882.12 | 0.00 | |||
| 1395 | S MANHOLE WITH DROP | 15101 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,280.00 | 0.00 | |||
| 1400 | S PIPE PVC 08 INCH | 15112 | LF | 1,898.00 | 1,898.000 | 236.000 | 236.000 | 81.00 | 19,116.00 | |||
| 1405 | S PIPE PVC 10 INCH | 15113 | LF | 974.00 | 974.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 1410 | S PIPE PVC 12 INCH | 15114 | LF | 427.00 | 427.000 | 101.000 | 101.000 | 89.00 | 8,989.00 | |||
| 1415 | S PIPE PVC 12 INCH (SDR 26 THICK WALL) | 15114 | LF | 292.00 | 292.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 1420 | S PUMP STATION (BUS GARAGE LIFT STATION) | 15119 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 326,479.74 | 0.00 | |||
| 1425 | S PUMP STATION (COURT STREET LIFT STATION) | 15119 | EACH | 1.00 | 1.000 | 0.600 | 0.600 | 406,437.69 | 243,862.61 | |||
| 1430 | S PUMP STATION (HOLY CROSS LIFT STATION) | 15119 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 184,604.23 | 0.00 | |||
| 1435 | S PUMP STATION (LBJ LIFT STATION) | 15119 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 181,249.75 | 0.00 | |||
| 1440 | S PUMP STATION (WENDY'S LIFT STATION) | 15119 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 252,718.00 | 0.00 | |||
| 1445 | S SPECIAL ITEM (CONNECTION AT WWTP) | 15120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 1450 | S STRUCTURE REMOVAL (HIGH SCHOOL LIFT STATION) | 15122 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 1455 | S STRUCTURE REMOVAL (UNDER WASHINGTON AVENUE) | 15122 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1460 | S LINE MARKER (FORCE MAIN) | 15123 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1465 | S LATERAL LOCATE | 15136 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,561.00 | 0.00 | |||
| 1470 | SEEDING AND MULCHING | 40095 | ACRE | 0.77 | 0.770 | 0.000 | 0.000 | 3,933.60 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0010 SIGNING | |||||||
| 1475 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 370.00 | 370.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 1480 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 687.00 | 687.000 | 0.000 | 0.000 | 51.44 | 0.00 | |||
| 1485 | STEEL POST TYPE 1 | 06410 | LF | 66.00 | 66.000 | 0.000 | 0.000 | 34.14 | 0.00 | |||
| 1490 | STEEL POST TYPE 2 | 06411 | LF | 1,413.00 | 1,413.000 | 0.000 | 0.000 | 32.41 | 0.00 | |||
| 1495 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 793.77 | 0.00 | |||
| 1500 | BARCODE SIGN INVENTORY | 24631EC | EACH | 95.00 | 95.000 | 0.000 | 0.000 | 47.78 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0011 SIGNALIZATION | |||||||
| 1505 | POLE BASE | 04740 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1510 | FUSED CONNECTOR KIT | 04780 | EACH | 63.00 | 63.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1515 | TRENCHING AND BACKFILLING | 04820 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 12.37 | 0.00 | |||
| 1520 | CABLE-NO. 14/5C | 04844 | LF | 6,140.00 | 6,140.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 1525 | CABLE-NO. 14/7C | 04845 | LF | 990.00 | 990.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1530 | MESSENGER-15400 LB | 04886 | LF | 1,760.00 | 1,760.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1535 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 11,500.00 | 0.00 | |||
| 1540 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 45.00 | 45.000 | 28.000 | 28.000 | 250.00 | 7,000.00 | |||
| 1545 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1550 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1555 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1560 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 1565 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1570 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1575 | INSTALL LUMINAIRE POLE | 22939ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1580 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1585 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 67.50 | 67.500 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1590 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1595 | INSTALL (SOLAR POWERED BEACON CONTROLLER) | 24601EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1600 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 80.00 | 80.000 | 0.000 | 0.000 | 2.76 | 0.00 | |||
| 1605 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 240.00 | 240.000 | 0.000 | 0.000 | 3.70 | 0.00 | |||
| 1610 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1615 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1620 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0012 LIGHTING | |||||||
| 1625 | POLE 40 FT MTG HT | 04701 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1630 | BRACKET 12 FT | 04724 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1635 | POLE BASE | 04740 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1640 | TRANSFORMER BASE | 04750 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1645 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 1650 | FUSED CONNECTOR KIT | 04780 | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1655 | CONDUIT-1 1/4 IN | 04793 | LF | 8,235.00 | 8,235.000 | 0.000 | 0.000 | 2.32 | 0.00 | |||
| 1660 | CONDUIT-2 IN | 04795 | LF | 1,120.00 | 1,120.000 | 0.000 | 0.000 | 3.59 | 0.00 | |||
| 1665 | TRENCHING AND BACKFILLING | 04820 | LF | 8,205.00 | 8,205.000 | 0.000 | 0.000 | 12.37 | 0.00 | |||
| 1670 | WIRE-NO. 12 | 04832 | LF | 2,748.00 | 2,748.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 1675 | WIRE-NO. 6 | 04834 | LF | 6,995.00 | 6,995.000 | 0.000 | 0.000 | 1.14 | 0.00 | |||
| 1680 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1685 | BORE AND JACK CONDUIT | 21543EN | LF | 1,010.00 | 1,010.000 | 0.000 | 0.000 | 27.53 | 0.00 | |||
| 1690 | WIRE-NO. 10 | 23778EC | LF | 16,550.00 | 16,550.000 | 0.000 | 0.000 | 0.49 | 0.00 | |||
| 1695 | LED LUMINAIRE | 24589ED | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0013 WATERLINE | |||||||
| 1700 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 1705 | W CAP EXISTING MAIN | 14003 | EACH | 13.00 | 13.000 | 3.000 | 3.000 | 981.00 | 2,943.00 | |||
| 1710 | W DIRECTIONAL BORE (10 INCH) | 14004 | LF | 174.00 | 174.000 | 0.000 | 0.000 | 204.00 | 0.00 | |||
| 1715 | W DIRECTIONAL BORE (12 INCH) | 14004 | LF | 1,082.00 | 1,082.000 | 0.000 | 0.000 | 287.00 | 0.00 | |||
| 1720 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (10.75 INCH) | 14014 | LF | 277.00 | 277.000 | 0.000 | 0.000 | 151.00 | 0.00 | |||
| 1725 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (12 INCH) | 14014 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 163.00 | 0.00 | |||
| 1730 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (16 INCH) | 14014 | LF | 170.00 | 170.000 | 50.000 | 50.000 | 209.00 | 10,450.00 | |||
| 1735 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (4 INCH) | 14014 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 1740 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 8,512.00 | 17,024.00 | |||
| 1745 | W FIRE HYDRANT REMOVE | 14021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 845.00 | 0.00 | |||
| 1750 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 847.00 | 847.000 | 0.000 | 0.000 | 154.00 | 0.00 | |||
| 1755 | W PIPE DUCTILE IRON 10 INCH | 14038 | LF | 84.00 | 84.000 | 96.000 | 96.000 | 198.00 | 19,008.00 | |||
| 1760 | W PIPE PVC 06 INCH | 14059 | LF | 4,576.00 | 4,576.000 | 1,348.000 | 1,348.000 | 64.75 | 87,283.00 | |||
| 1765 | W PIPE PVC 08 INCH | 14060 | LF | 885.00 | 885.000 | 320.000 | 320.000 | 81.45 | 26,064.00 | |||
| 1770 | W PIPE PVC 10 INCH | 14061 | LF | 916.00 | 916.000 | 160.000 | 160.000 | 104.00 | 16,640.00 | |||
| 1775 | W PIPE POLYETHYLENE/PLASTIC SPECIAL (2 INCH) | 14073 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1780 | W PIPE POLYETHYLENE/PLASTIC SPECIAL (3/4 INCH) | 14073 | LF | 176.00 | 176.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 1785 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,765.00 | 0.00 | |||
| 1790 | W SERV PE/PLST SHORT SIDE 2 IN | 14084 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,690.75 | 0.00 | |||
| 1795 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 728.00 | 0.00 | |||
| 1800 | W SERVICE SPECIAL (2 INCH COPPER SERVICE LINE) | 14086 | EACH | 345.00 | 345.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 1805 | W TIE-IN 06 INCH | 14094 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 3,228.00 | 0.00 | |||
| 1810 | W TIE-IN 08 INCH | 14095 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,780.00 | 0.00 | |||
| 1815 | W TIE-IN 10 INCH | 14096 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,552.00 | 0.00 | |||
| 1820 | W VALVE 06 INCH | 14105 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 2,055.00 | 6,165.00 | |||
| 1825 | W VALVE 08 INCH | 14106 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,988.00 | 0.00 | |||
| 1830 | W VALVE 10 INCH | 14107 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,535.00 | 0.00 | |||
| 1835 | W VALVE CUT-IN 06 INCH | 14117 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 1840 | W LINE MARKER | 14144 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 1845 | W SERV COPPER SHORT SIDE 2 IN | 14151 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,860.00 | 0.00 | |||
| 1850 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,390.00 | 0.00 | |||
| 1855 | W LEAK DETECTION METER | 14153 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,530.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0014 TRAINEES | |||||||
| 1860 | TRAINEE PAYMENT REIMBURSEMENT (GROUP 2, 3 OR 4 OPERATOR) | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE01300152406 | Fed/State Project Number | NHPP 0151 (090) | Category | 0015 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1865 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 2,300,000.00 | 1,380,000.00 | |||
| 1870 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 700,000.00 | 0.00 | |||
| SUBTOT | $601,477.18 |
$16,534,221.05 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1200-1-0I |
UTILITY INCIDENTAL | FT |
1.00 | 0003 | $55014.000000 | $55,014.00 | ||||||
1270-1-0I |
UTILITY INCIDENTAL | FT |
1.00 | 0003 | $25446.000000 | $25,446.00 | ||||||
0935-1-0I |
PILES | LF |
153.00 | 0006 | $54.210000 | $8,294.13 | ||||||
1180-1-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0006 | $150939.540000 | $150,939.54 | ||||||
0850-1-0I |
NO MATL | LS |
1.00 | 0008 | $178812.000000 | $178,812.00 | ||||||
1335-1-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0008 | $136791.000000 | $136,791.00 | ||||||
1760-1-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0009 | $243125.000000 | $243,125.00 | ||||||
1760-2-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0010 | $131000.000000 | $131,000.00 | ||||||
1765-1-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0010 | $131000.000000 | $131,000.00 | ||||||
1420-1-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0013 | $89780.000000 | $89,780.00 | ||||||
0865-1-0I |
EPOXY INTERMEDIATE | LS |
1.00 | 0022 | $12500.000000 | 12,500.00 | $12,500.00 | |||||
1055-1-0I |
EPOXY INTERMEDIATE | LS |
1.00 | 0022 | $8000.000000 | 8,000.00 | $8,000.00 | |||||
1420-2-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0022 | $52472.400000 | 52,472.40 | $52,472.40 | |||||
1425-1-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0022 | $52472.400000 | 52,472.40 | $52,472.40 | |||||
1440-1-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0022 | $52472.400000 | 52,472.40 | $52,472.40 | |||||
1200-1-0A |
UTILITY INCIDENTAL | FT |
1.00 | 0004 | $55014.000000 | $-55,014.00 | ||||||
1270-1-0A |
UTILITY INCIDENTAL | FT |
1.00 | 0009 | $25446.000000 | $-25,446.00 | ||||||
1765-1-0A |
UTILITY INCIDENTAL | LS |
1.00 | 0012 | $131000.000000 | $-131,000.00 | ||||||
1180-1-0A |
UTILITY INCIDENTAL | LS |
1.00 | 0013 | $150939.540000 | $-150,939.54 | ||||||
1335-1-0A |
UTILITY INCIDENTAL | LS |
1.00 | 0016 | $136791.000000 | $-136,791.00 | ||||||
1760-2-0A |
UTILITY INCIDENTAL | LS |
1.00 | 0016 | $131000.000000 | $-131,000.00 | ||||||
1760-1-0A |
UTILITY INCIDENTAL | LS |
1.00 | 0016 | $243125.000000 | $-243,125.00 | ||||||
0850-1-0A |
NO MATL | LS |
0.05 | 0017 | $178812.000000 | $-8,940.60 | ||||||
0850-1-0A |
NO MATL | LS |
0.50 | 0019 | $178812.000000 | $-89,406.00 | ||||||
| SUBTOT | $356,456.73 |
|||||||||||