|
Report_Id: 221055 Est NO 0045 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221055 | Estimate Number | 0045 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Portocarrero, Claudia | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 12/13/2024 TO 01/23/2025 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE05630842255 | ||||||
| Project No. | STP 6000(205), STP 6000(205) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | OLD HENRY ROAD(KY-3084) | ||||||
| Description | CONSTRUCT 5-LANE ROADWAY FROM KY-3084 MP 1.6 TO MP 1.8 AND 3 -LANE ROADWAY FROM MP 1.8 TO MP 3.15 AT OLDHAM COUNTY LINE | ||||||
| Date Let | 10/20/2022 | Formal Acceptance | |||||
| Date Awarded | 11/01/2022 | Date Work Began | 12/21/2022 | ||||
| Date Contract Executed | 12/05/2022 | Open To Traffic | |||||
| Date NTP Issued | 12/05/2022 | Actual Completion Date | |||||
| Current Contract Amount | $26,941,013.61 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $26,784,000.00 |
Total Earnings | $24,528,127.19 |
$24,512,641.65 |
$15,485.54 |
|
| Percent Complete | 91.36 |
Stockpiled Materials | $85,257.58 |
$85,257.58 |
$0.00 |
|
| Funds Available | $2,327,628.84 |
Gross Earnings | $24,613,384.77 |
$24,597,899.23 |
$15,485.54 |
|
| Total Change Orders | $157,013.61 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $24,613,384.77 |
$24,597,899.23 |
$15,485.54 |
|||
| Contract Id | 221055 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0045 | Project Number | STP 6000(205), STP 6000(205) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 12/13/2024 TO 01/23/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage Override | Approved | 05/30/2023 | $0.01 | 0.0 | |||||
| 002 | Temporary Water Line Connections | Approved | 10/12/2023 | $125,705.41 | 8.0 | |||||
| 003 | Traffic Signal pole Relocation | Approved | 04/10/2024 | $31,308.19 | 10.0 | |||||
| 004 | Lot Pay Adjustment OVERRIDE | Approved | 12/09/2024 | $0.00 | 0.0 | |||||
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 | 221055 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE05630842255 | ||||||
| Estimate Nbr | 0045 | Period | 12/13/2024 TO 01/23/2025 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | CRUSHED STONE BASE | 00003 | TON | 49,265.00 | 49,265.000 | 50,261.380 | 50,261.380 | 30.00 | 1,507,841.40 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 8.99 | 8.990 | 6.340 | 6.340 | 277.73 | 1,760.80 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.10 | 1.100 | 0.760 | 0.760 | 3,300.00 | 2,508.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 101.00 | 101.000 | 250.810 | 250.810 | 100.00 | 25,081.00 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 21,436.00 | 21,436.000 | 17,312.970 | 17,312.970 | 82.00 | 1,419,663.54 | |||
| 0030 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,412.00 | 1,412.000 | 1,541.560 | 1,541.560 | 91.00 | 140,281.96 | |||
| 0035 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 4,106.00 | 4,106.000 | 4,912.200 | 4,912.200 | 95.00 | 466,659.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 40.19 | 40.190 | 25.250 | 25.250 | 650.00 | 16,412.50 | |||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 16,600.00 | 16,600.000 | 3,560.120 | 3,560.120 | 26.00 | 92,563.12 | |||
| 0050 | STANDARD CURB AND GUTTER | 01810 | LF | 16,434.00 | 16,434.000 | 16,901.820 | 16,901.820 | 27.50 | 464,800.05 | |||
| 0055 | REMOVE CURB AND GUTTER | 01812 | LF | 2,479.00 | 2,479.000 | 2,439.000 | 2,439.000 | 30.00 | 73,170.00 | |||
| 0060 | STANDARD INTEGRAL CURB | 01830 | LF | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0065 | STANDARD HEADER CURB | 01875 | LF | 351.00 | 351.000 | 354.450 | 354.450 | 53.00 | 18,785.85 | |||
| 0070 | REMOVE CURB | 01904 | LF | 2,483.00 | 2,483.000 | 2,483.000 | 2,483.000 | 6.00 | 14,898.00 | |||
| 0075 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 719.00 | 719.000 | 235.200 | 235.200 | 115.00 | 27,048.00 | |||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 12.40 | 99.20 | |||
| 0085 | BARRICADE-TYPE III | 02014 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 100.00 | 2,500.00 | |||
| 0090 | REMOVE PCC PAVEMENT | 02058 | SQYD | 15,423.00 | 15,423.000 | 15,423.000 | 15,423.000 | 8.00 | 123,384.00 | |||
| 0095 | REMOVE PAVEMENT | 02091 | SQYD | 20,033.00 | 20,033.000 | 20,033.000 | 20,033.000 | 6.00 | 120,198.00 | |||
| 0100 | TEMP DITCH | 02159 | LF | 5,810.00 | 5,810.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0105 | CLEAN TEMP DITCH | 02160 | LF | 2,905.00 | 2,905.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0110 | REMOVE PAVED DITCH | 02165 | SQYD | 103.00 | 103.000 | 103.000 | 103.000 | 30.00 | 3,090.00 | |||
| 0115 | ROADWAY EXCAVATION | 02200 | CUYD | 116,276.00 | 116,276.000 | 118,178.150 | 118,178.150 | 27.00 | 3,190,810.05 | |||
| 0120 | WATER | 02242 | MGAL | 1,834.00 | 1,834.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 75.17 | 150.34 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,815.95 | 7,631.90 | |||
| 0135 | REMOVE GUARDRAIL | 02381 | LF | 505.00 | 505.000 | 505.000 | 505.000 | 2.85 | 1,439.25 | |||
| 0140 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 284.75 | 1,139.00 | |||
| 0145 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 181.69 | 6,359.15 | |||
| 0150 | WITNESS POST | 02432 | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 159.59 | 5,585.65 | |||
| 0155 | FILL AND CAP SINKHOLE | 02471 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0160 | CHANNEL LINING CLASS II | 02483 | TON | 1,138.00 | 1,138.000 | 1,255.510 | 1,255.510 | 75.00 | 94,163.25 | |||
| 0165 | CHANNEL LINING CLASS III | 02484 | TON | 7,164.00 | 7,164.000 | 7,164.000 | 7,164.000 | 75.00 | 537,300.00 | |||
| 0170 | CLEARING AND GRUBBING 24.07 ACRES- JEFFERSON | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 59,000.00 | 59,000.00 | |||
| 0175 | TEMPORARY SIGNS | 02562 | SQFT | 1,245.00 | 1,245.000 | 1,245.000 | 1,245.000 | 4.00 | 4,980.00 | |||
| 0180 | EDGE KEY | 02585 | LF | 128.00 | 128.000 | 128.000 | 128.000 | 95.00 | 12,160.00 | |||
| 0185 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 114,352.00 | 114,352.000 | 114,352.000 | 114,352.000 | 2.25 | 257,292.00 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC JEFFERSON | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 275,000.00 | 275,000.00 | |||
| 0195 | DIVERSIONS (BY-PASS DETOURS) JEFFERSON | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 0200 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 13.00 | 13.000 | 6.000 | 6.000 | 9,000.00 | 54,000.00 | |||
| 0205 | MOBILIZATION FOR MILL & TEXT JEFFERSON | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0210 | SAFELOADING | 02690 | CUYD | 59.00 | 59.000 | 48.000 | 48.000 | 430.00 | 20,640.00 | |||
| 0215 | TEMP SILT FENCE | 02701 | LF | 5,810.00 | 5,810.000 | 1,422.000 | 1,422.000 | 1.46 | 2,076.12 | |||
| 0220 | SILT TRAP TYPE A | 02703 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0225 | SILT TRAP TYPE B | 02704 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0230 | SILT TRAP TYPE C | 02705 | EACH | 27.00 | 27.000 | 27.000 | 27.000 | 250.00 | 6,750.00 | |||
| 0235 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0240 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0245 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0250 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 4,106.00 | 4,106.000 | 3,880.550 | 3,880.550 | 62.24 | 241,525.43 | |||
| 0255 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 590.00 | 590.000 | 504.150 | 504.150 | 25.00 | 12,603.75 | |||
| 0260 | SIDEWALK-6 IN CONCRETE | 02723 | SQYD | 7,037.00 | 7,037.000 | 6,906.790 | 6,906.790 | 65.00 | 448,941.35 | |||
| 0265 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0270 | REMOVE STRUCTURE JEFFERSON | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0275 | ARROW PANEL | 02775 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,000.00 | 15,000.00 | |||
| 0280 | EROSION CONTROL BLANKET | 05950 | SQYD | 35,263.00 | 35,263.000 | 5,677.000 | 5,677.000 | 1.66 | 9,423.82 | |||
| 0285 | TEMP MULCH | 05952 | SQYD | 85,700.00 | 85,700.000 | 23,405.000 | 23,405.000 | 0.20 | 4,681.00 | |||
| 0290 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 64,275.00 | 64,275.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0295 | INITIAL FERTILIZER | 05963 | TON | 11.00 | 11.000 | 6.810 | 6.810 | 1,032.00 | 7,027.92 | |||
| 0300 | MAINTENANCE FERTILIZER | 05964 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 0305 | SEEDING AND PROTECTION | 05985 | SQYD | 94,120.00 | 94,120.000 | 97,559.000 | 97,559.000 | 0.53 | 51,706.27 | |||
| 0310 | SODDING | 05990 | SQYD | 11,822.00 | 11,822.000 | 11,204.000 | 11,204.000 | 5.42 | 60,725.68 | |||
| 0315 | AGRICULTURAL LIMESTONE | 05992 | TON | 120.00 | 120.000 | 50.830 | 50.830 | 88.00 | 4,473.04 | |||
| 0320 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 25,000.00 | 25,000.000 | 43,684.000 | 43,684.000 | 0.32 | 13,978.88 | |||
| 0325 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 37,579.00 | 37,579.000 | 39,553.000 | 39,553.000 | 0.38 | 15,030.14 | |||
| 0330 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 350.00 | 350.000 | 470.000 | 470.000 | 1.00 | 470.00 | |||
| 0335 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 39.00 | 39.000 | 0.000 | 0.000 | 8.25 | 0.00 | |||
| 0340 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 536.00 | 536.000 | 548.000 | 548.000 | 4.75 | 2,603.00 | |||
| 0345 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 459.00 | 459.000 | 459.000 | 459.000 | 16.00 | 7,344.00 | |||
| 0350 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 135.00 | 135.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0355 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 66.00 | 66.000 | 66.000 | 66.000 | 165.00 | 10,890.00 | |||
| 0360 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 225.00 | 1,575.00 | |||
| 0365 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 345.00 | 2,070.00 | |||
| 0370 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 74.00 | 74.000 | 74.000 | 74.000 | 38.00 | 2,812.00 | |||
| 0375 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 279.00 | 279.000 | 279.000 | 279.000 | 38.00 | 10,602.00 | |||
| 0380 | FUEL ADJUSTMENT | 10020NS | DOLL | 80,805.00 | 80,805.000 | -52,988.760 | -52,988.760 | 1.00 | -52,988.76 | |||
| 0385 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 60,305.00 | 60,305.000 | -95,941.170 | -95,941.170 | 1.00 | -95,941.17 | |||
| 0390 | JOINT ADHESIVE | 20071EC | LF | 1,596.00 | 1,596.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0395 | TEMPORARY PIPE | 20166ES810 | LF | 623.00 | 623.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0400 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 100.67 | 402.68 | |||
| 0405 | SAWCUT PAVEMENT | 20550ND | LF | 3,442.00 | 3,442.000 | 2,413.000 | 2,413.000 | 2.50 | 6,032.50 | |||
| 0410 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,596.00 | 1,596.000 | 1,596.000 | 1,596.000 | 15.00 | 23,940.00 | |||
| 0415 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 350.00 | 350.000 | 350.000 | 350.000 | 37.64 | 13,174.00 | |||
| 0420 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 8,300.00 | 8,300.000 | 2,709.000 | 2,709.000 | 1.00 | 2,709.00 | |||
| 0425 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 740.00 | 740.000 | 556.000 | 556.000 | 39.00 | 21,684.00 | |||
| 0430 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 622.00 | 622.000 | 275.000 | 275.000 | 6.68 | 1,837.00 | |||
| 0435 | STAMPED CONCRETE | 23379EC | SQYD | 825.00 | 825.000 | 180.500 | 180.500 | 96.50 | 17,418.25 | |||
| 0440 | REMOVE CONCRETE MEDIAN | 23839EC | SQYD | 1,164.00 | 1,164.000 | 1,164.000 | 1,164.000 | 30.00 | 34,920.00 | |||
| 0445 | UTILITY COORDINATION JEFFERSON | 24845EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0450 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,524.81 | 6,099.24 | |||
| 1050 | ASPHALT PAVE MILLING & TEXTURING (ADDED 10-19-22) | 02677 | TON | 750.00 | 750.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | DOLL | 0.00 | 0.001 | -4,500.000 | -4,500.000 | 1.00 | -4,500.00 | |||
| 8007 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 15,564.140 | 15,564.140 | 1.00 | 15,564.14 | |||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0003 DRAINAGE | |||||||
| 0455 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0460 | STORM SEWER PIPE-12 IN | 00520 | LF | 15.00 | 15.000 | 11.000 | 11.000 | 95.00 | 1,045.00 | |||
| 0465 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,475.00 | 2,475.000 | 2,550.000 | 2,550.000 | 140.00 | 357,000.00 | |||
| 0470 | STORM SEWER PIPE-18 IN | 00522 | LF | 3,253.00 | 3,253.000 | 3,210.000 | 3,210.000 | 150.00 | 481,500.00 | |||
| 0475 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,776.00 | 1,776.000 | 1,743.000 | 1,743.000 | 160.00 | 278,880.00 | |||
| 0480 | STORM SEWER PIPE-30 IN | 00526 | LF | 760.00 | 760.000 | 698.000 | 698.000 | 175.00 | 122,150.00 | |||
| 0485 | STORM SEWER PIPE-36 IN | 00528 | LF | 264.00 | 264.000 | 265.000 | 265.000 | 290.00 | 76,850.00 | |||
| 0490 | STORM SEWER PIPE-48 IN | 00530 | LF | 410.00 | 410.000 | 410.000 | 410.000 | 300.00 | 123,000.00 | |||
| 0495 | PERFORATED PIPE-4 IN | 01000 | LF | 20,625.00 | 20,625.000 | 1,383.500 | 1,383.500 | 16.50 | 22,827.75 | |||
| 0500 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 4,798.00 | 4,798.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0505 | INSPECT & CERTIFY EDGE DRAIN SYSTEM JEFFERSON | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,350.00 | 0.00 | |||
| 0510 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0515 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0520 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0525 | METAL END SECTION TY 3-15 IN | 01390 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0530 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0535 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0540 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0545 | CURB BOX INLET TYPE A | 01456 | EACH | 54.00 | 54.000 | 56.000 | 56.000 | 9,500.00 | 532,000.00 | |||
| 0550 | CURB BOX INLET TYPE B | 01480 | EACH | 25.00 | 25.000 | 29.000 | 29.000 | 9,500.00 | 275,500.00 | |||
| 0555 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,000.00 | 14,000.00 | |||
| 0560 | DROP BOX INLET TYPE 4 | 01499 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 0565 | DROP BOX INLET TYPE 13G | 01559 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 6,500.00 | 104,000.00 | |||
| 0570 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0575 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0580 | RECONSTRUCT INLET | 01720 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0585 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 162.00 | 162.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0590 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0595 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 14,212.00 | 14,212.000 | 15,034.570 | 15,034.570 | 2.00 | 30,069.14 | |||
| 0600 | CONCRETE-CLASS A | 08100 | CUYD | 23.55 | 23.550 | 24.500 | 24.500 | 900.00 | 22,050.00 | |||
| 0605 | PIPELINE INSPECTION | 24814EC | LF | 8,915.00 | 8,915.000 | 9,400.000 | 9,400.000 | 2.25 | 21,150.00 | |||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0004 BRIDGE- #27410 RCBC | |||||||
| 0610 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,300.00 | 12,600.00 | |||
| 0615 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 46.60 | 46.600 | 61.930 | 61.930 | 150.00 | 9,289.50 | |||
| 0620 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0625 | CONCRETE-CLASS A | 08100 | CUYD | 209.30 | 209.300 | 218.210 | 218.210 | 1,000.00 | 218,210.00 | |||
| 0630 | STEEL REINFORCEMENT | 08150 | LB | 27,143.00 | 27,143.000 | 27,143.000 | 27,143.000 | 1.50 | 40,714.50 | |||
| 8001 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0005 BRIDGE- #27411 RCBC | |||||||
| 0635 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 380.00 | 380.000 | 124.090 | 124.090 | 125.00 | 15,511.25 | |||
| 0640 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0645 | CONCRETE-CLASS A | 08100 | CUYD | 239.60 | 239.600 | 266.370 | 266.370 | 1,350.00 | 359,599.50 | |||
| 0650 | STEEL REINFORCEMENT | 08150 | LB | 25,494.00 | 25,494.000 | 25,494.000 | 25,494.000 | 1.50 | 38,241.00 | |||
| 8002 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0007 SIGNING | |||||||
| 0705 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 294.00 | 294.000 | 285.000 | 285.000 | 41.37 | 11,790.45 | |||
| 0710 | STEEL POST TYPE 2 | 06411 | LF | 930.00 | 930.000 | 920.000 | 920.000 | 26.89 | 24,738.80 | |||
| 0715 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 289.72 | 2,317.76 | |||
| 0720 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 218.53 | 874.12 | |||
| 0725 | BARCODE SIGN INVENTORY | 24631EC | EACH | 72.00 | 72.000 | 72.000 | 72.000 | 35.59 | 2,562.48 | |||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0008 SIGNALIZATION | |||||||
| 0730 | TRENCHING AND BACKFILLING | 04820 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 9.67 | 1,160.40 | |||
| 0735 | CABLE-NO. 14/7C | 04845 | LF | 2,900.00 | 2,900.000 | 3,790.000 | 3,790.000 | 2.29 | 8,679.10 | |||
| 0740 | MESSENGER-15400 LB | 04886 | LF | 530.00 | 530.000 | 585.000 | 585.000 | 4.23 | 2,474.55 | |||
| 0745 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,475.81 | 5,903.24 | |||
| 0750 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 424.80 | 5,097.60 | |||
| 0755 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 360.57 | 1,802.85 | |||
| 0760 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 258.06 | 1,548.36 | |||
| 0765 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 570.54 | 570.54 | |||
| 0770 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 362.19 | 1,448.76 | |||
| 0775 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,749.27 | 1,749.27 | |||
| 0780 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 611.12 | 3,055.60 | |||
| 0785 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 18.00 | 18.000 | 22.250 | 22.250 | 1,400.00 | 31,150.00 | |||
| 0790 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 760.03 | 1,520.06 | |||
| 0795 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 60.00 | 60.000 | 25.000 | 25.000 | 12.07 | 301.75 | |||
| 0800 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 80.00 | 80.000 | 60.000 | 60.000 | 15.80 | 948.00 | |||
| 0805 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
| 0810 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,856.99 | 3,856.99 | |||
| 0815 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,291.15 | 9,164.60 | |||
| 0820 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,291.15 | 2,291.15 | |||
| 8006 | EW~ Traffic Signal Pole Relocation | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 31,308.19 | 31,308.19 | |||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0009 UTILITY | |||||||
| 0825 | GRANULAR EMBANKMENT | 02223 | CUYD | 0.40 | 0.400 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0830 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 4.00 | 4.000 | 0.000 | 0.000 | 409.49 | 0.00 | |||
| 0835 | W AIR RELEASE VALVE 1 INCH | 14000 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,552.00 | 4,552.00 | |||
| 0840 | W ENCASEMENT CONCRETE | 14005 | LF | 26.00 | 26.000 | 71.000 | 71.000 | 247.00 | 17,537.00 | |||
| 0845 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | LF | 217.00 | 217.000 | 217.000 | 217.000 | 184.00 | 39,928.00 | |||
| 0850 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 285.00 | 285.000 | 278.000 | 278.000 | 222.00 | 61,716.00 | |||
| 0855 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 9,115.00 | 54,690.00 | |||
| 0860 | W METER 3/4 INCH | 14028 | EACH | 21.00 | 21.000 | 30.000 | 30.000 | 1,357.00 | 40,710.00 | |||
| 0865 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 144.00 | 144.000 | 86.870 | 86.870 | 165.00 | 14,333.55 | |||
| 0870 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 583.00 | 583.000 | 540.840 | 540.840 | 200.35 | 108,357.29 | |||
| 0875 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 5,109.00 | 5,109.000 | 4,813.726 | 4,813.726 | 230.55 | 1,109,804.52 | |||
| 0880 | W PIPE PVC 02 INCH | 14056 | LF | 100.00 | 100.000 | 222.700 | 222.700 | 94.00 | 20,933.80 | |||
| 0885 | W TIE-IN 06 INCH | 14094 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,414.00 | 4,414.00 | |||
| 0890 | W TIE-IN 08 INCH | 14095 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 5,523.00 | 22,092.00 | |||
| 0895 | W TIE-IN 12 INCH | 14097 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 8,426.00 | 42,130.00 | |||
| 0900 | W VALVE 08 INCH | 14106 | EACH | 14.00 | 14.000 | 6.000 | 6.000 | 2,693.00 | 16,158.00 | |||
| 0905 | W VALVE 12 INCH | 14108 | EACH | 21.00 | 21.000 | 18.000 | 18.000 | 4,957.00 | 89,226.00 | |||
| 0910 | W VAULT SPECIAL | 14125 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 162,935.00 | 162,935.00 | |||
| 0915 | W PRESSURE REDUCING VALVE 08 INCH | 14136 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,383.00 | 16,766.00 | |||
| 0920 | W SERV PE/PLST LONG SIDE 3/4 IN INST | 14566 | EACH | 7.00 | 7.000 | 12.000 | 12.000 | 2,575.00 | 30,900.00 | |||
| 0925 | W SERV PE/PLST SHORT SIDE 3/4 IN INST | 14571 | EACH | 14.00 | 14.000 | 20.000 | 20.000 | 215.00 | 4,300.00 | |||
| 0930 | S BYPASS PUMPING | 15000 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 18,565.00 | 55,695.00 | |||
| 0935 | S ENCASEMENT CONCRETE | 15012 | LF | 38.00 | 38.000 | 54.500 | 54.500 | 224.00 | 12,208.00 | |||
| 0940 | S ENCASEMENT STEEL OPEN CUT RANGE 6 | 15025 | LF | 321.00 | 321.000 | 180.000 | 180.000 | 429.00 | 77,220.00 | |||
| 0945 | S MANHOLE | 15092 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7,275.00 | 43,650.00 | |||
| 0950 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,218.00 | 15,526.00 | |||
| 0955 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 833.00 | 4,165.00 | |||
| 0960 | S MANHOLE TAP EXISTING | 15099 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 4,464.00 | 13,392.00 | |||
| 0965 | S PIPE PVC 08 INCH | 15112 | LF | 107.00 | 107.000 | 107.000 | 107.000 | 201.00 | 21,507.00 | |||
| 0970 | S PIPE PVC 24 INCH | 15117 | LF | 298.00 | 298.000 | 273.000 | 273.000 | 304.00 | 82,992.00 | |||
| 0975 | S PIPE SPECIAL | 15118 | LF | 371.00 | 371.000 | 386.500 | 386.500 | 232.00 | 89,668.00 | |||
| 0980 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,920.00 | 2,920.00 | |||
| 8004 | EW~ Temporary Water Line Connections at Sta: 1036+50 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 49,341.83 | 49,341.83 | |||
| 8005 | EW~ Temporary Water Line Connections at Sta:1069+50 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 76,363.58 | 76,363.58 | |||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0985 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 612,500.00 | 612,500.00 | |||
| 0990 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 193,229.27 | 0.00 | |||
| Project | DE05630842255 | Fed/State Project Number | STP 6000(205) | Category | 0011 BRIDGE- #27412 OVER WOODMONT BRANCH | |||||||
| 0995 | ARMORED EDGE FOR CONCRETE (ADDED 10-12-22) | 03299 | LF | 80.80 | 80.800 | 80.800 | 80.800 | 125.00 | 10,100.00 | |||
| 1000 | STRUCTURE EXCAVATION-COMMON (ADDED 10-12-22) | 08001 | CUYD | 511.00 | 511.000 | 358.200 | 358.200 | 25.00 | 8,955.00 | |||
| 1005 | STRUCTURE EXCAV-SOLID ROCK (ADDED 10-12-22) | 08002 | CUYD | 135.00 | 135.000 | 269.730 | 269.730 | 125.00 | 33,716.25 | |||
| 1010 | CYCLOPEAN STONE RIP RAP (ADDED 10-12-22) | 08019 | TON | 367.00 | 367.000 | 557.000 | 557.000 | 50.00 | 27,850.00 | |||
| 1015 | CONCRETE-CLASS A (ADDED 10-12-22) | 08100 | CUYD | 460.30 | 460.300 | 585.360 | 585.360 | 750.00 | 439,020.00 | |||
| 1020 | CONCRETE-CLASS AA (ADDED 10-12-22) | 08104 | CUYD | 27.70 | 27.700 | 55.320 | 55.320 | 2,000.00 | 110,640.00 | |||
| 1025 | STEEL REINFORCEMENT (ADDED 10-12-22) | 08150 | LB | 53,982.00 | 53,982.000 | 53,982.000 | 53,982.000 | 1.50 | 80,973.00 | |||
| 1030 | STEEL REINFORCEMENT-EPOXY COATED (ADDED 10-12-22) | 08151 | LB | 5,306.00 | 5,306.000 | 5,306.000 | 5,306.000 | 1.50 | 7,959.00 | |||
| 1035 | PRECAST PC BOX BEAM CB12-48 (ADDED 10-12-22) | 08661 | LF | 467.50 | 467.500 | 467.500 | 467.500 | 245.00 | 114,537.50 | |||
| 1040 | RAIL SYSTEM TYPE 10 (ADDED 10-12-22) | 23085EN | LF | 55.10 | 55.100 | 55.100 | 55.100 | 350.00 | 19,285.00 | |||
| 1045 | CONCRETE SEALING (ADDED 10-12-22) | 23378EC | SQFT | 6,406.00 | 6,406.000 | 6,406.000 | 6,406.000 | 1.50 | 9,609.00 | |||
| 8003 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $0.00 |
$17,788,833.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1035-1-0I |
BOX BEAM, CB | FT |
468.60 | 0004 | $123.050000 | $54,778.17 | ||||||
0845-1-0I |
UTILITY INCIDENTAL | FT |
220.00 | 0008 | $64.520000 | $13,485.14 | ||||||
0850-1-0I |
UTILITY INCIDENTAL | FT |
285.00 | 0008 | $73.630000 | $19,934.67 | ||||||
0855-1-0I |
UTILITY INCIDENTAL | EACH |
6.00 | 0008 | $3414.940000 | $19,464.15 | ||||||
0870-1-0I |
UTILITY INCIDENTAL | FT |
594.00 | 0008 | $38.030000 | $21,464.91 | ||||||
0875-4-0I |
UTILITY INCIDENTAL | EACH |
1,639.00 | 0008 | $61.470000 | $95,710.93 | ||||||
0875-3-0I |
UTILITY INCIDENTAL | EACH |
182.00 | 0008 | $50.320000 | $8,700.02 | ||||||
0875-2-0I |
UTILITY INCIDENTAL | EACH |
182.00 | 0008 | $139.500000 | $24,118.86 | ||||||
0875-1-0I |
UTILITY INCIDENTAL | EACH |
25.00 | 0008 | $487.850000 | $11,586.54 | ||||||
0900-1-0I |
UTILITY INCIDENTAL | EACH |
14.00 | 0008 | $1489.190000 | $19,806.28 | ||||||
0905-1-0I |
UTILITY INCIDENTAL | EACH |
21.00 | 0008 | $2937.840000 | $58,609.97 | ||||||
0970-1-0I |
UTILITY INCIDENTAL | FT |
308.00 | 0008 | $103.740000 | $30,354.97 | ||||||
0465-1-0I |
PIPE, CMP AL 1.63 MM | EACH |
640.00 | 0010 | $16.800000 | $10,215.01 | ||||||
0470-1-0I |
PIPE, CMP AL 1.63 MM | EACH |
640.00 | 0010 | $21.040000 | $12,792.93 | ||||||
0475-1-0I |
PIPE, CMP AL 1.63 MM | EACH |
640.00 | 0010 | $27.180000 | $16,524.47 | ||||||
0480-1-0I |
PIPE, CMP AL 1.63 MM | EACH |
360.00 | 0010 | $44.520000 | $15,225.84 | ||||||
0490-1-0I |
PIPE, CMP AL 2.01 MM | EACH |
160.00 | 0010 | $99.750000 | $15,161.39 | ||||||
0545-1-0I |
MISC PRECAST | EACH |
5.00 | 0010 | $3914.580000 | $18,594.26 | ||||||
0630-1-0I |
STEEL REINUN 615GR40 | LB |
27,143.00 | 0010 | $0.870000 | $22,495.06 | ||||||
0875-7-0I |
UTILITY INCIDENTAL | FT |
880.00 | 0010 | $58.290000 | $48,729.94 | ||||||
0875-6-0I |
UTILITY INCIDENTAL | FT |
1,123.00 | 0010 | $58.290000 | $62,186.05 | ||||||
0875-5-0I |
UTILITY INCIDENTAL | FT |
964.00 | 0010 | $58.290000 | $53,381.43 | ||||||
0875-8-0I |
UTILITY INCIDENTAL | LF |
238.00 | 0011 | $58.290000 | $13,179.23 | ||||||
0940-1-0I |
UTILITY INCIDENTAL | LF |
160.00 | 0011 | $203.360000 | $30,910.39 | ||||||
0970-1-0A |
UTILITY INCIDENTAL | FT |
101.28 | 0009 | $103.740000 | $-9,982.54 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
5.17 | 0010 | $16.800000 | $-82.55 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
57.64 | 0010 | $21.040000 | $-1,152.26 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
86.48 | 0010 | $27.180000 | $-2,233.03 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.07 | 0010 | $3914.580000 | $-292.67 | ||||||
0630-1-0A |
STEEL REINUN 615GR40 | LB |
9,210.00 | 0010 | $0.870000 | $-7,632.89 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
122.31 | 0011 | $16.800000 | $-1,952.23 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
7.20 | 0011 | $27.180000 | $-186.09 | ||||||
0490-1-0A |
PIPE, CMP AL 2.01 MM | EACH |
10.14 | 0011 | $99.750000 | $-961.44 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.44 | 0011 | $3914.580000 | $-1,652.77 | ||||||
0630-1-0A |
STEEL REINUN 615GR40 | LB |
8,000.00 | 0011 | $0.870000 | $-6,630.09 | ||||||
0970-1-0A |
UTILITY INCIDENTAL | FT |
70.28 | 0011 | $103.740000 | $-6,926.66 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
9.05 | 0012 | $16.800000 | $-144.46 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
5.09 | 0012 | $44.520000 | $-215.31 | ||||||
0490-1-0A |
PIPE, CMP AL 2.01 MM | EACH |
117.46 | 0012 | $99.750000 | $-11,130.57 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.11 | 0012 | $3914.580000 | $-413.20 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
24.34 | 0012 | $58.290000 | $-1,348.36 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
90.04 | 0012 | $58.290000 | $-4,986.16 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
114.90 | 0012 | $58.290000 | $-6,362.89 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
98.63 | 0012 | $58.290000 | $-5,462.06 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
167.70 | 0012 | $61.470000 | $-9,793.20 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
18.62 | 0012 | $50.320000 | $-890.10 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
18.62 | 0012 | $139.500000 | $-2,467.59 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
2.55 | 0012 | $487.850000 | $-1,184.72 | ||||||
0905-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0012 | $2937.840000 | $-2,790.95 | ||||||
0970-1-0A |
UTILITY INCIDENTAL | FT |
41.34 | 0012 | $103.740000 | $-4,074.50 | ||||||
0870-1-0A |
UTILITY INCIDENTAL | FT |
71.32 | 0013 | $38.030000 | $-2,577.27 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
9.38 | 0013 | $58.290000 | $-519.74 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
34.70 | 0013 | $58.290000 | $-1,921.97 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
44.29 | 0013 | $58.290000 | $-2,452.65 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
38.02 | 0013 | $58.290000 | $-2,105.41 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
64.64 | 0013 | $61.470000 | $-3,774.90 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
7.17 | 0013 | $50.320000 | $-343.10 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
7.17 | 0013 | $139.500000 | $-951.16 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
0.98 | 0013 | $487.850000 | $-456.67 | ||||||
0900-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0013 | $1489.190000 | $-2,829.47 | ||||||
0905-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0013 | $2937.840000 | $-5,581.90 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
36.20 | 0014 | $16.800000 | $-577.83 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
8.65 | 0014 | $21.040000 | $-173.04 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
18.47 | 0014 | $44.520000 | $-781.26 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.11 | 0014 | $3914.580000 | $-413.20 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
55.94 | 0014 | $58.290000 | $-3,097.82 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
206.87 | 0014 | $58.290000 | $-11,455.54 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
263.99 | 0014 | $58.290000 | $-14,618.53 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
226.61 | 0014 | $58.290000 | $-12,548.88 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
385.29 | 0014 | $61.470000 | $-22,499.53 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
42.77 | 0014 | $50.320000 | $-2,044.96 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
42.77 | 0014 | $139.500000 | $-5,669.21 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
5.87 | 0014 | $487.850000 | $-2,721.86 | ||||||
0905-1-0A |
UTILITY INCIDENTAL | EACH |
5.00 | 0014 | $2937.840000 | $-13,954.75 | ||||||
1035-1-0A |
BOX BEAM, CB | FT |
193.37 | 0014 | $123.050000 | $-22,604.86 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
60.25 | 0015 | $16.800000 | $-961.67 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
26.55 | 0015 | $21.040000 | $-530.90 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
2.90 | 0015 | $44.520000 | $-123.03 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.22 | 0015 | $3914.580000 | $-826.40 | ||||||
0850-1-0A |
UTILITY INCIDENTAL | FT |
47.00 | 0015 | $73.630000 | $-3,287.47 | ||||||
0870-1-0A |
UTILITY INCIDENTAL | FT |
67.55 | 0015 | $38.030000 | $-2,441.04 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
5.97 | 0015 | $58.290000 | $-330.86 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
22.09 | 0015 | $58.290000 | $-1,223.48 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
28.19 | 0015 | $58.290000 | $-1,561.30 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
24.20 | 0015 | $58.290000 | $-1,340.25 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
41.15 | 0015 | $61.470000 | $-2,403.01 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
4.56 | 0015 | $50.320000 | $-218.41 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
4.56 | 0015 | $139.500000 | $-605.49 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
0.62 | 0015 | $487.850000 | $-290.70 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
14.41 | 0016 | $27.180000 | $-372.17 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
27.49 | 0016 | $44.520000 | $-1,162.66 | ||||||
0845-1-0A |
UTILITY INCIDENTAL | FT |
54.71 | 0016 | $64.520000 | $-3,353.95 | ||||||
0870-1-0A |
UTILITY INCIDENTAL | FT |
12.22 | 0016 | $38.030000 | $-441.82 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
1.72 | 0016 | $58.290000 | $-95.44 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
6.37 | 0016 | $58.290000 | $-352.92 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
8.13 | 0016 | $58.290000 | $-450.36 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
6.98 | 0016 | $58.290000 | $-386.60 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
11.86 | 0016 | $61.470000 | $-693.16 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
1.31 | 0016 | $50.320000 | $-63.00 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
1.31 | 0016 | $139.500000 | $-174.66 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
0.18 | 0016 | $487.850000 | $-83.85 | ||||||
0900-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0016 | $1489.190000 | $-1,414.73 | ||||||
0905-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0016 | $2937.840000 | $-5,581.90 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
4.52 | 0017 | $21.040000 | $-90.45 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
41.08 | 0017 | $27.180000 | $-1,060.69 | ||||||
0870-1-0A |
UTILITY INCIDENTAL | FT |
37.69 | 0017 | $38.030000 | $-1,362.27 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
10.92 | 0017 | $58.290000 | $-604.86 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
40.39 | 0017 | $58.290000 | $-2,236.74 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
51.54 | 0017 | $58.290000 | $-2,854.33 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
44.24 | 0017 | $58.290000 | $-2,450.22 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
75.22 | 0017 | $61.470000 | $-4,393.12 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
8.35 | 0017 | $50.320000 | $-399.29 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
8.35 | 0017 | $139.500000 | $-1,106.94 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
1.14 | 0017 | $487.850000 | $-531.46 | ||||||
0905-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0017 | $2937.840000 | $-5,581.90 | ||||||
0845-1-0A |
UTILITY INCIDENTAL | FT |
56.74 | 0018 | $64.520000 | $-3,478.17 | ||||||
0870-1-0A |
UTILITY INCIDENTAL | FT |
70.30 | 0018 | $38.030000 | $-2,540.45 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
22.04 | 0018 | $139.500000 | $-2,921.93 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
3.02 | 0018 | $487.850000 | $-1,402.86 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
28.83 | 0018 | $58.290000 | $-1,596.63 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
106.62 | 0018 | $58.290000 | $-5,904.23 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
136.06 | 0018 | $58.290000 | $-7,534.45 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
116.79 | 0018 | $58.290000 | $-6,467.74 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
198.58 | 0018 | $61.470000 | $-11,596.35 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
22.04 | 0018 | $50.320000 | $-1,053.98 | ||||||
0905-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0018 | $2937.840000 | $-2,790.95 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
7.20 | 0019 | $27.180000 | $-186.09 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
28.94 | 0019 | $44.520000 | $-1,224.18 | ||||||
0855-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0019 | $3414.940000 | $-3,244.03 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
24.29 | 0019 | $58.290000 | $-1,345.14 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
89.82 | 0019 | $58.290000 | $-4,974.24 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
114.63 | 0019 | $58.290000 | $-6,347.68 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
98.40 | 0019 | $58.290000 | $-5,448.99 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
167.30 | 0019 | $61.470000 | $-9,769.78 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
18.57 | 0019 | $50.320000 | $-887.97 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
18.57 | 0019 | $139.500000 | $-2,461.69 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
2.55 | 0019 | $487.850000 | $-1,181.89 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
1.81 | 0020 | $16.800000 | $-28.89 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
145.94 | 0020 | $27.180000 | $-3,768.25 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.05 | 0020 | $3914.580000 | $-206.58 | ||||||
0850-1-0A |
UTILITY INCIDENTAL | FT |
22.00 | 0020 | $73.630000 | $-1,538.82 | ||||||
0855-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0020 | $3414.940000 | $-9,732.08 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
21.19 | 0020 | $58.290000 | $-1,173.61 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
78.37 | 0020 | $58.290000 | $-4,339.94 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
100.01 | 0020 | $58.290000 | $-5,538.24 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
85.85 | 0020 | $58.290000 | $-4,754.16 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
145.96 | 0020 | $61.470000 | $-8,523.97 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
16.20 | 0020 | $50.320000 | $-774.74 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
16.20 | 0020 | $139.500000 | $-2,147.78 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
2.22 | 0020 | $487.850000 | $-1,031.18 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
37.97 | 0021 | $21.040000 | $-759.00 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
19.81 | 0021 | $27.180000 | $-511.74 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.05 | 0021 | $3914.580000 | $-206.58 | ||||||
0855-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0021 | $3414.940000 | $-6,488.04 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
2.89 | 0021 | $58.290000 | $-160.35 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
10.70 | 0021 | $58.290000 | $-592.96 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
13.66 | 0021 | $58.290000 | $-756.68 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
11.73 | 0021 | $58.290000 | $-649.55 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
19.94 | 0021 | $61.470000 | $-1,164.62 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
2.21 | 0021 | $50.320000 | $-105.85 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
2.21 | 0021 | $139.500000 | $-293.45 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
0.30 | 0021 | $487.850000 | $-140.89 | ||||||
1035-1-0A |
BOX BEAM, CB | FT |
275.22 | 0021 | $123.050000 | $-32,173.15 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
36.20 | 0022 | $16.800000 | $-577.83 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
113.22 | 0022 | $21.040000 | $-2,263.23 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
41.08 | 0022 | $27.180000 | $-1,060.69 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.38 | 0022 | $3914.580000 | $-1,446.19 | ||||||
0905-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0022 | $2937.840000 | $-2,790.95 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
96.97 | 0023 | $16.800000 | $-1,547.75 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
7.27 | 0023 | $21.040000 | $-145.51 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
20.54 | 0023 | $27.180000 | $-530.35 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
5.67 | 0023 | $44.520000 | $-239.91 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
2.58 | 0023 | $3914.580000 | $-9,606.76 | ||||||
0845-1-0A |
UTILITY INCIDENTAL | FT |
108.42 | 0023 | $64.520000 | $-6,645.78 | ||||||
0850-1-0A |
UTILITY INCIDENTAL | FT |
209.00 | 0023 | $73.630000 | $-14,618.76 | ||||||
0870-1-0A |
UTILITY INCIDENTAL | FT |
291.94 | 0023 | $38.030000 | $-10,549.86 | ||||||
0875-8-0A |
UTILITY INCIDENTAL | LF |
38.70 | 0023 | $58.290000 | $-2,143.55 | ||||||
0875-7-0A |
UTILITY INCIDENTAL | FT |
143.14 | 0023 | $58.290000 | $-7,926.74 | ||||||
0875-6-0A |
UTILITY INCIDENTAL | FT |
182.67 | 0023 | $58.290000 | $-10,115.39 | ||||||
0875-5-0A |
UTILITY INCIDENTAL | FT |
156.80 | 0023 | $58.290000 | $-8,683.28 | ||||||
0875-4-0A |
UTILITY INCIDENTAL | EACH |
266.60 | 0023 | $61.470000 | $-15,568.70 | ||||||
0875-3-0A |
UTILITY INCIDENTAL | EACH |
29.60 | 0023 | $50.320000 | $-1,415.03 | ||||||
0875-2-0A |
UTILITY INCIDENTAL | EACH |
29.60 | 0023 | $139.500000 | $-3,922.85 | ||||||
0875-1-0A |
UTILITY INCIDENTAL | EACH |
4.06 | 0023 | $487.850000 | $-1,883.41 | ||||||
0900-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0023 | $1489.190000 | $-4,244.20 | ||||||
0905-1-0A |
UTILITY INCIDENTAL | EACH |
4.00 | 0023 | $2937.840000 | $-11,163.80 | ||||||
0940-1-0A |
UTILITY INCIDENTAL | LF |
47.35 | 0023 | $203.360000 | $-9,147.89 | ||||||
0970-1-0A |
UTILITY INCIDENTAL | FT |
69.24 | 0023 | $103.740000 | $-6,824.79 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
10.34 | 0024 | $16.800000 | $-165.09 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
8.53 | 0025 | $16.800000 | $-136.20 | ||||||
0630-1-0A |
STEEL REINUN 615GR40 | LB |
1,790.00 | 0026 | $0.870000 | $-1,483.48 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
75.35 | 0027 | $21.040000 | $-1,506.20 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
24.98 | 0028 | $21.040000 | $-499.44 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
6.25 | 0028 | $44.520000 | $-264.52 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.09 | 0028 | $3914.580000 | $-344.33 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
22.49 | 0029 | $16.800000 | $-359.08 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
12.98 | 0029 | $21.040000 | $-259.55 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
5.23 | 0029 | $44.520000 | $-221.46 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.46 | 0029 | $3914.580000 | $-1,721.64 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
8.27 | 0030 | $16.800000 | $-132.07 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
68.46 | 0030 | $21.040000 | $-1,368.55 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.38 | 0030 | $3914.580000 | $-1,446.19 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
3.93 | 0032 | $21.040000 | $-78.65 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
1.59 | 0032 | $44.520000 | $-67.67 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
0.00 | 0032 | $3914.580000 | $-17.75 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
52.49 | 0033 | $16.800000 | $-837.85 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
2.36 | 0033 | $21.040000 | $-47.19 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
16.29 | 0035 | $16.800000 | $-260.02 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
7.86 | 0035 | $21.040000 | $-157.31 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
27.38 | 0036 | $27.180000 | $-707.13 | ||||||
0465-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
141.96 | 0044 | $16.800000 | $-2,265.91 | ||||||
0470-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
132.70 | 0044 | $21.040000 | $-2,652.56 | ||||||
0475-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
156.39 | 0044 | $27.180000 | $-4,038.07 | ||||||
0480-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
-0.14 | 0044 | $44.520000 | $6.15 | ||||||
0490-1-0A |
PIPE, CMP AL 2.01 MM | EACH |
32.38 | 0044 | $99.750000 | $-3,069.23 | ||||||
| SUBTOT | $85,257.60 |
|||||||||||
| Project | DE09330842255 | Fed/State Project Number | STP 6000(205) | Category | 0001 PAVING | |||||||
| 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 | |
| 1050 | CRUSHED STONE BASE | 00003 | TON | 9,262.00 | 9,262.000 | 5,041.690 | 5,041.690 | 30.00 | 151,250.70 | |||
| 1055 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.35 | 4.350 | 3.400 | 3.400 | 277.73 | 944.28 | |||
| 1060 | ASPHALT SEAL COAT | 00103 | TON | 0.53 | 0.530 | 0.410 | 0.410 | 3,300.00 | 1,353.00 | |||
| 1065 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 3,763.00 | 3,763.000 | 3,136.700 | 3,136.700 | 82.00 | 257,209.40 | |||
| 1070 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 475.00 | 475.000 | 475.000 | 475.000 | 91.00 | 43,225.00 | |||
| 1075 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 678.00 | 678.000 | 671.230 | 671.230 | 95.00 | 63,766.85 | |||
| 1080 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 7.12 | 7.120 | 1.270 | 1.270 | 650.00 | 825.50 | |||
| Project | DE09330842255 | Fed/State Project Number | STP 6000(205) | Category | 0002 ROADWAY | |||||||
| 1085 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,400.00 | 3,400.000 | 641.190 | 641.190 | 26.00 | 16,670.94 | |||
| 1090 | STANDARD CURB AND GUTTER | 01810 | LF | 3,007.00 | 3,007.000 | 2,750.000 | 2,750.000 | 27.50 | 75,625.00 | |||
| 1095 | REMOVE CURB AND GUTTER | 01812 | LF | 206.00 | 206.000 | 206.500 | 206.500 | 30.00 | 6,195.00 | |||
| 1100 | STANDARD HEADER CURB | 01875 | LF | 230.00 | 230.000 | 230.000 | 230.000 | 53.00 | 12,190.00 | |||
| 1105 | REMOVE CURB | 01904 | LF | 230.00 | 230.000 | 230.000 | 230.000 | 6.00 | 1,380.00 | |||
| 1110 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 6.00 | 6.000 | 6.000 | 0.000 | 6.000 | 12.40 | 74.40 | 74.40 | |
| 1115 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| 1120 | REMOVE PAVEMENT | 02091 | SQYD | 2,272.00 | 2,272.000 | 2,272.000 | 2,272.000 | 6.00 | 13,632.00 | |||
| 1125 | TEMP DITCH | 02159 | LF | 1,190.00 | 1,190.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1130 | CLEAN TEMP DITCH | 02160 | LF | 595.00 | 595.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 1135 | ROADWAY EXCAVATION | 02200 | CUYD | 75,096.00 | 75,096.000 | 76,123.920 | 76,123.920 | 27.00 | 2,055,345.84 | |||
| 1140 | WATER | 02242 | MGAL | 376.00 | 376.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1145 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 2.000 | 0.000 | 2.000 | 3,815.95 | 7,631.90 | 7,631.90 | |
| 1150 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 3,889.62 | 7,779.24 | 7,779.24 | |
| 1155 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 181.69 | 3,270.42 | |||
| 1160 | WITNESS POST | 02432 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 159.59 | 2,872.62 | |||
| 1165 | CHANNEL LINING CLASS II | 02483 | TON | 16.00 | 16.000 | 16.000 | 16.000 | 75.00 | 1,200.00 | |||
| 1170 | CHANNEL LINING CLASS III | 02484 | TON | 154.00 | 154.000 | 154.000 | 154.000 | 75.00 | 11,550.00 | |||
| 1175 | CLEARING AND GRUBBING 7.54 ACRES- OLDHAM | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 1180 | TEMPORARY SIGNS | 02562 | SQFT | 255.00 | 255.000 | 199.000 | 199.000 | 4.00 | 796.00 | |||
| 1185 | EDGE KEY | 02585 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1190 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 22,361.00 | 22,361.000 | 16,780.330 | 16,780.330 | 2.25 | 37,755.74 | |||
| 1195 | MAINTAIN & CONTROL TRAFFIC OLDHAM | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 1200 | DIVERSIONS (BY-PASS DETOURS) OLDHAM | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 58,000.00 | 58,000.00 | |||
| 1205 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 1210 | TEMP SILT FENCE | 02701 | LF | 1,190.00 | 1,190.000 | 1,857.000 | 1,857.000 | 1.46 | 2,711.22 | |||
| 1215 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1220 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1225 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1230 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1235 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1240 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1245 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 860.00 | 860.000 | 860.000 | 860.000 | 62.24 | 53,526.40 | |||
| 1250 | SIDEWALK-6 IN CONCRETE | 02723 | SQYD | 1,451.00 | 1,451.000 | 1,468.400 | 1,468.400 | 65.00 | 95,446.00 | |||
| 1255 | STAKING OLDHAM | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 1260 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1265 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,755.00 | 9,755.000 | 0.000 | 0.000 | 1.66 | 0.00 | |||
| 1270 | TEMP MULCH | 05952 | SQYD | 17,553.00 | 17,553.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1275 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 13,165.00 | 13,165.000 | 1,210.000 | 1,210.000 | 0.24 | 290.40 | |||
| 1280 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 1285 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 1290 | SEEDING AND PROTECTION | 05985 | SQYD | 24,183.00 | 24,183.000 | 24,183.000 | 24,183.000 | 0.53 | 12,816.99 | |||
| 1295 | SODDING | 05990 | SQYD | 2,337.00 | 2,337.000 | 2,794.000 | 2,794.000 | 5.42 | 15,143.48 | |||
| 1300 | AGRICULTURAL LIMESTONE | 05992 | TON | 25.00 | 25.000 | 10.000 | 10.000 | 88.00 | 880.00 | |||
| 1305 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 5,000.00 | 5,000.000 | 4,200.000 | 4,200.000 | 0.32 | 1,344.00 | |||
| 1310 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 6,694.00 | 6,694.000 | 6,694.000 | 6,694.000 | 0.38 | 2,543.72 | |||
| 1315 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 1320 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 15.00 | 15.000 | 12.000 | 12.000 | 165.00 | 1,980.00 | |||
| 1325 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 38.00 | 570.00 | |||
| 1330 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 57.00 | 57.000 | 68.000 | 68.000 | 38.00 | 2,584.00 | |||
| 1335 | FUEL ADJUSTMENT | 10020NS | DOLL | 16,551.00 | 16,551.000 | -7,684.250 | -7,684.250 | 1.00 | -7,684.25 | |||
| 1340 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 12,352.00 | 12,352.000 | -16,635.250 | -16,635.250 | 1.00 | -16,635.25 | |||
| 1345 | JOINT ADHESIVE | 20071EC | LF | 137.00 | 137.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1350 | TEMPORARY PIPE | 20166ES810 | LF | 127.00 | 127.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1355 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 100.67 | 402.68 | |||
| 1360 | SAWCUT PAVEMENT | 20550ND | LF | 691.00 | 691.000 | 691.000 | 691.000 | 2.50 | 1,727.50 | |||
| 1365 | LONGITUDINAL EDGE KEY | 21289ED | LF | 137.00 | 137.000 | 137.000 | 137.000 | 15.00 | 2,055.00 | |||
| 1370 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 275.00 | 275.000 | 293.750 | 293.750 | 37.64 | 11,056.75 | |||
| 1375 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1380 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 206.00 | 206.000 | 169.800 | 169.800 | 39.00 | 6,622.20 | |||
| 1385 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 191.00 | 191.000 | 0.000 | 0.000 | 6.68 | 0.00 | |||
| 1390 | UTILITY COORDINATION OLDHAM | 24845EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1395 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,524.81 | 6,099.24 | |||
| 1615 | ASPHALT PAVE MILLING & TEXTURING (ADDED 10-19-22) | 02677 | TON | 250.00 | 250.000 | 250.000 | 250.000 | 30.00 | 7,500.00 | |||
| 8004 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8008 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09330842255 | Fed/State Project Number | STP 6000(205) | Category | 0003 DRAINAGE | |||||||
| 1400 | ENTRANCE PIPE-15 IN | 00440 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1405 | STORM SEWER PIPE-15 IN | 00521 | LF | 165.00 | 165.000 | 231.000 | 231.000 | 140.00 | 32,340.00 | |||
| 1410 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,020.00 | 1,020.000 | 988.000 | 988.000 | 150.00 | 148,200.00 | |||
| 1415 | STORM SEWER PIPE-24 IN | 00524 | LF | 341.00 | 341.000 | 534.000 | 534.000 | 160.00 | 85,440.00 | |||
| 1420 | PERFORATED PIPE-4 IN | 01000 | LF | 3,844.00 | 3,844.000 | 190.000 | 190.000 | 16.50 | 3,135.00 | |||
| 1425 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 958.00 | 958.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 1430 | INSPECT & CERTIFY EDGE DRAIN SYSTEM OLDHAM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,525.00 | 0.00 | |||
| 1435 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 1440 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 3,500.00 | 24,500.00 | |||
| 1445 | CURB BOX INLET TYPE A | 01456 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 9,500.00 | 95,000.00 | |||
| 1450 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 9,500.00 | 47,500.00 | |||
| 1455 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 7,000.00 | 35,000.00 | |||
| 1460 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1465 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 2,381.00 | 2,381.000 | 2,381.000 | 2,381.000 | 2.00 | 4,762.00 | |||
| 1470 | PIPELINE INSPECTION | 24814EC | LF | 1,612.00 | 1,612.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| Project | DE09330842255 | Fed/State Project Number | STP 6000(205) | Category | 0004 BRIDGE- #27413 OVER FLOYDS FORK TRIBUTARY 1 | |||||||
| 1475 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 78.00 | 78.000 | 78.000 | 78.000 | 125.00 | 9,750.00 | |||
| 1480 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 787.00 | 787.000 | 806.560 | 806.560 | 25.00 | 20,164.00 | |||
| 1485 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 261.00 | 261.000 | 371.350 | 371.350 | 125.00 | 46,418.75 | |||
| 1490 | CONCRETE-CLASS A | 08100 | CUYD | 501.70 | 501.700 | 515.510 | 515.510 | 800.00 | 412,408.00 | |||
| 1495 | CONCRETE-CLASS AA | 08104 | CUYD | 568.80 | 568.800 | 521.380 | 521.380 | 800.00 | 417,104.00 | |||
| 1500 | STEEL REINFORCEMENT | 08150 | LB | 50,888.00 | 50,888.000 | 50,888.000 | 50,888.000 | 1.50 | 76,332.00 | |||
| 1505 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 134,253.00 | 134,253.000 | 134,253.000 | 134,253.000 | 1.50 | 201,379.50 | |||
| 1510 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,661.70 | 1,661.700 | 1,661.700 | 1,661.700 | 430.00 | 714,531.00 | |||
| 1515 | CONCRETE SEALING | 23378EC | SQFT | 21,170.00 | 21,170.000 | 21,170.000 | 21,170.000 | 1.50 | 31,755.00 | |||
| 1520 | DECK DRAIN | 23813EC | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 825.00 | 13,200.00 | |||
| 8005 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09330842255 | Fed/State Project Number | STP 6000(205) | Category | 0005 SIGNING | |||||||
| 1525 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 152.00 | 152.000 | 152.000 | 152.000 | 41.37 | 6,288.24 | |||
| 1530 | STEEL POST TYPE 2 | 06411 | LF | 360.00 | 360.000 | 360.000 | 360.000 | 26.89 | 9,680.40 | |||
| 1535 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 289.72 | 0.00 | |||
| 1540 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 218.53 | 437.06 | |||
| 1545 | BARCODE SIGN INVENTORY | 24631EC | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 35.59 | 0.00 | |||
| Project | DE09330842255 | Fed/State Project Number | STP 6000(205) | Category | 0006 WATERLINE | |||||||
| 1550 | W AIR RELEASE VALVE 1 INCH | 14000 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,552.00 | 0.00 | |||
| 1555 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 88.00 | 88.000 | 88.000 | 88.000 | 222.00 | 19,536.00 | |||
| 1560 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,115.00 | 9,115.00 | |||
| 1565 | W METER 3/4 INCH | 14028 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,357.00 | 5,428.00 | |||
| 1570 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 38.00 | 38.000 | 46.130 | 46.130 | 165.00 | 7,611.45 | |||
| 1575 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 842.00 | 842.000 | 951.000 | 951.000 | 230.55 | 219,253.05 | |||
| 1580 | W TIE-IN 12 INCH | 14097 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 8,426.00 | 25,278.00 | |||
| 1585 | W VALVE 06 INCH | 14105 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,862.90 | 1,862.90 | |||
| 1590 | W VALVE 12 INCH | 14108 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,957.00 | 24,785.00 | |||
| 1595 | W SERV PE/PLST LONG SIDE 3/4 IN INST | 14566 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 2,575.00 | 2,575.00 | |||
| 1600 | W SERV PE/PLST SHORT SIDE 3/4 IN INST | 14571 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| Project | DE09330842255 | Fed/State Project Number | STP 6000(205) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1605 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 612,500.00 | 612,500.00 | |||
| 1610 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 193,229.26 | 0.00 | |||
| SUBTOT | $15,485.54 |
$24,528,127.15 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1555-1-0I |
UTILITY INCIDENTAL | FT |
95.00 | 0008 | $73.630000 | $6,644.89 | ||||||
1560-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0008 | $3414.940000 | $3,244.19 | ||||||
1575-4-0I |
UTILITY INCIDENTAL | EACH |
289.00 | 0008 | $58.290000 | $16,003.35 | ||||||
1575-3-0I |
UTILITY INCIDENTAL | EACH |
32.00 | 0008 | $50.320000 | $1,529.67 | ||||||
1575-2-0I |
UTILITY INCIDENTAL | EACH |
32.00 | 0008 | $139.500000 | $4,240.68 | ||||||
1575-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0008 | $487.850000 | $2,317.31 | ||||||
1590-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0008 | $2937.840000 | $13,954.75 | ||||||
1510-1-0I |
I BEAM, TYPE 3 | LF |
1,661.70 | 0010 | $316.770400 | $500,058.50 | ||||||
1575-5-0I |
UTILITY INCIDENTAL | FT |
720.00 | 0010 | $58.290000 | $39,869.95 | ||||||
1575-6-0I |
UTILITY INCIDENTAL | LF |
122.00 | 0011 | $58.290000 | $6,755.74 | ||||||
1510-1-0A |
I BEAM, TYPE 3 | LF |
1,661.70 | 0011 | $316.770400 | $-500,058.50 | ||||||
1555-1-0A |
UTILITY INCIDENTAL | FT |
87.26 | 0017 | $73.630000 | $-6,104.02 | ||||||
1575-6-0A |
UTILITY INCIDENTAL | LF |
11.88 | 0017 | $58.290000 | $-657.91 | ||||||
1575-5-0A |
UTILITY INCIDENTAL | FT |
82.00 | 0017 | $58.290000 | $-4,540.74 | ||||||
1575-4-0A |
UTILITY INCIDENTAL | EACH |
28.14 | 0017 | $58.290000 | $-1,558.52 | ||||||
1575-3-0A |
UTILITY INCIDENTAL | EACH |
3.11 | 0017 | $50.320000 | $-148.95 | ||||||
1575-2-0A |
UTILITY INCIDENTAL | EACH |
3.11 | 0017 | $139.500000 | $-412.94 | ||||||
1575-1-0A |
UTILITY INCIDENTAL | EACH |
0.48 | 0017 | $487.850000 | $-225.74 | ||||||
1590-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0017 | $2937.840000 | $-5,581.90 | ||||||
1575-6-0A |
UTILITY INCIDENTAL | LF |
8.25 | 0018 | $58.290000 | $-457.33 | ||||||
1575-5-0A |
UTILITY INCIDENTAL | FT |
57.00 | 0018 | $58.290000 | $-3,156.37 | ||||||
1575-4-0A |
UTILITY INCIDENTAL | EACH |
19.56 | 0018 | $58.290000 | $-1,083.36 | ||||||
1575-3-0A |
UTILITY INCIDENTAL | EACH |
2.16 | 0018 | $50.320000 | $-103.54 | ||||||
1575-2-0A |
UTILITY INCIDENTAL | EACH |
2.16 | 0018 | $139.500000 | $-287.04 | ||||||
1575-1-0A |
UTILITY INCIDENTAL | EACH |
0.33 | 0018 | $487.850000 | $-156.92 | ||||||
1555-1-0A |
UTILITY INCIDENTAL | FT |
7.73 | 0020 | $73.630000 | $-540.87 | ||||||
1575-6-0A |
UTILITY INCIDENTAL | LF |
58.97 | 0020 | $58.290000 | $-3,265.47 | ||||||
1575-5-0A |
UTILITY INCIDENTAL | FT |
407.00 | 0020 | $58.290000 | $-22,537.60 | ||||||
1575-4-0A |
UTILITY INCIDENTAL | EACH |
139.69 | 0020 | $58.290000 | $-7,735.58 | ||||||
1575-3-0A |
UTILITY INCIDENTAL | EACH |
15.46 | 0020 | $50.320000 | $-739.31 | ||||||
1575-2-0A |
UTILITY INCIDENTAL | EACH |
15.46 | 0020 | $139.500000 | $-2,049.57 | ||||||
1575-1-0A |
UTILITY INCIDENTAL | EACH |
2.41 | 0020 | $487.850000 | $-1,120.46 | ||||||
1590-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0020 | $2937.840000 | $-5,581.90 | ||||||
1560-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0023 | $3414.940000 | $-3,244.19 | ||||||
1575-6-0A |
UTILITY INCIDENTAL | LF |
34.91 | 0023 | $58.290000 | $-1,933.61 | ||||||
1575-5-0A |
UTILITY INCIDENTAL | FT |
174.00 | 0023 | $58.290000 | $-9,635.24 | ||||||
1575-4-0A |
UTILITY INCIDENTAL | EACH |
82.71 | 0023 | $58.290000 | $-4,580.53 | ||||||
1575-3-0A |
UTILITY INCIDENTAL | EACH |
9.15 | 0023 | $50.320000 | $-437.77 | ||||||
1575-2-0A |
UTILITY INCIDENTAL | EACH |
9.15 | 0023 | $139.500000 | $-1,213.63 | ||||||
1575-1-0A |
UTILITY INCIDENTAL | EACH |
1.43 | 0023 | $487.850000 | $-663.46 | ||||||
1590-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0023 | $2937.840000 | $-2,790.95 | ||||||
1575-6-0A |
UTILITY INCIDENTAL | LF |
7.97 | 0026 | $58.290000 | $-441.42 | ||||||
1575-4-0A |
UTILITY INCIDENTAL | EACH |
18.87 | 0026 | $58.290000 | $-1,045.36 | ||||||
1575-3-0A |
UTILITY INCIDENTAL | EACH |
2.09 | 0026 | $50.320000 | $-100.10 | ||||||
1575-2-0A |
UTILITY INCIDENTAL | EACH |
2.09 | 0026 | $139.500000 | $-277.50 | ||||||
1575-1-0A |
UTILITY INCIDENTAL | EACH |
0.32 | 0026 | $487.850000 | $-150.73 | ||||||
| SUBTOT | $0.00 |
|||||||||||