|
Report_Id: 221063 Est NO 0047 |
Date:02/02/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221063 | Estimate Number | 0047 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05360) Tipton, Michael Scott | ||||||
| Contractor | E & B PAVING LLC | ADDR SN 0 VC Code KY0019238 | |||||
| 286 W 300 N | |||||||
| ANDERSON , IN , 46012 | |||||||
| Pay Period | 08/08/2025 TO 01/22/2026 | ||||||
| Date Approved | 02/01/2026 | ||||||
| Primary Proj Number | DE05201462263 | ||||||
| Project No. | FBP 5162(022) | ||||||
| Primary County | HENRY | ||||||
| Name of Road | KY-146 | ||||||
| Description | MAJOR RECONSTRUCTION OF KY-146 BETWEEN NEW CASTLE AT US-421 AND PENDLETON AT KY-153 | ||||||
| Date Let | 12/08/2022 | Formal Acceptance | |||||
| Date Awarded | 12/16/2022 | Date Work Began | 02/27/2023 | ||||
| Date Contract Executed | 02/14/2023 | Open To Traffic | |||||
| Date NTP Issued | 02/14/2023 | Actual Completion Date | 10/10/2024 | ||||
| Current Contract Amount | $19,861,236.63 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $19,796,500.00 |
Total Earnings | $19,717,953.28 |
$19,535,153.19 |
$182,800.09 |
|
| Percent Complete | 99.28 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $143,283.36 |
Gross Earnings | $19,717,953.27 |
$19,535,153.18 |
$182,800.09 |
|
| Total Change Orders | $64,736.63 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $19,717,953.27 |
$19,535,153.18 |
$182,800.09 |
|||
| Contract Id | 221063 | Change Order Summary |
County | HENRY | ||||||
| Estimate Nbr | 0047 | Project Number | FBP 5162(022) | |||||||
| Contractor | E & B PAVING LLC | Period | 08/08/2025 TO 01/22/2026 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Value Engineering Change Proposal (VECP) | Approved | 10/03/2023 | $-132,103.46 | 0.0 | |||||
| 002 | WaterLine Alternative Service Routing | Approved | 10/10/2023 | $-13,814.58 | 0.0 | |||||
| 003 | Waterline Change order | Approved | 05/01/2024 | $165,036.11 | 5.0 | |||||
| 004 | Non Spec Material Override | Approved | 11/14/2023 | $0.00 | 0.0 | |||||
| 005 | Non Spec Material OVERRIDE | Approved | 05/16/2024 | $0.00 | 0.0 | |||||
| 006 | Overlay MOT | Approved | 08/29/2024 | $45,618.56 | 2.0 | |||||
| 007 | Liquidated Damage OVERRIDE | Approved | 11/25/2024 | $0.00 | 0.0 | |||||
| 008 | Ground Water | Approved | 06/13/2025 | $0.00 | 1.0 | |||||
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 | 221063 | COMMONWEALTH OF KENTUCKY |
County | HENRY | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE05201462263 | ||||||
| Estimate Nbr | 0047 | Period | 08/08/2025 TO 01/22/2026 | |||||||
| Contractor | E & B PAVING LLC | |||||||||
| Project | DE05201462263 | Fed/State Project Number | FBP 5162(022) | 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 | DE05201462263 | Fed/State Project Number | FBP 5162(022) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 37,079.00 | 34,079.000 | 3,518.340 | 38,906.060 | 42,424.400 | 38.00 | 133,696.92 | 1,612,127.20 | |
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 81,531.00 | 81,531.000 | 69,998.000 | 69,998.000 | 4.50 | 314,991.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 5,000.00 | 5,000.000 | 2,093.710 | 2,093.710 | 32.44 | 67,919.95 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 294.00 | 294.000 | 290.980 | 290.980 | 190.50 | 55,431.69 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 36.00 | 36.000 | 53.250 | 53.250 | 784.66 | 41,783.14 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,485.00 | 2,485.000 | 1,811.880 | 1,811.880 | 113.04 | 204,814.91 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 23,328.00 | 26,278.000 | 39.750 | 29,419.600 | 29,459.350 | 82.00 | 3,259.50 | 2,415,666.70 | |
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 428.00 | 428.000 | 45.910 | 542.560 | 588.470 | 170.00 | 7,804.70 | 100,039.90 | |
| 0045 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 6,762.00 | 6,762.000 | 397.000 | 7,496.360 | 7,893.360 | 106.00 | 42,082.00 | 836,696.16 | |
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 82.00 | 82.000 | 40.390 | 40.390 | 833.67 | 33,671.93 | |||
| 0055 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 586.00 | 586.000 | 911.000 | 911.000 | 110.40 | 100,574.40 | |||
| 0060 | CEMENT | 02542 | TON | 2,311.00 | 2,311.000 | 1,396.400 | 1,396.400 | 236.99 | 330,932.83 | |||
| 0065 | SAND FOR BLOTTER | 02702 | TON | 204.00 | 204.000 | 0.000 | 0.000 | 45.15 | 0.00 | |||
| 0070 | JOINT ADHESIVE | 20071EC | LF | 50,448.00 | 50,448.000 | 50,448.000 | 50,448.000 | 0.28 | 14,125.44 | |||
| 0075 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 72.00 | 72.000 | 17.820 | 17.820 | 771.75 | 13,752.58 | |||
| 8003 | NON-SPEC MATERIAL Asphalt Curing Seal | 10070NS | DOLL | 0.00 | 0.001 | -33,644.870 | -33,644.870 | 1.00 | -33,644.87 | |||
| 8004 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | -35,337.000 | -35,337.000 | 1.00 | -35,337.00 | |||
| Project | DE05201462263 | Fed/State Project Number | FBP 5162(022) | Category | 0002 ROADWAY | |||||||
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,227.00 | 1,227.000 | 178.200 | 178.200 | 39.22 | 6,989.00 | |||
| 0085 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,576.00 | 2,576.00 | |||
| 0090 | REMOVE PIPE | 01310 | LF | 112.00 | 112.000 | 290.000 | 290.000 | 37.00 | 10,730.00 | |||
| 0095 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,285.72 | 10,571.44 | |||
| 0100 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 70.00 | 70.000 | 120.000 | 120.000 | 54.80 | 6,576.00 | |||
| 0105 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 68.00 | 68.000 | 47.000 | 47.000 | 12.12 | 569.64 | |||
| 0110 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 163.83 | 982.98 | |||
| 0115 | REMOVE PAVEMENT | 02091 | SQYD | 7,943.00 | 7,943.000 | 7,943.000 | 7,943.000 | 8.20 | 65,132.60 | |||
| 0120 | TEMP DITCH | 02159 | LF | 8,274.00 | 8,274.000 | 2,885.000 | 2,885.000 | 1.94 | 5,596.90 | |||
| 0125 | ROADWAY EXCAVATION | 02200 | CUYD | 267,576.00 | 267,576.000 | 269,249.000 | 269,249.000 | 19.00 | 5,115,731.00 | |||
| 0130 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 5.51 | 5,510.00 | |||
| 0135 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,387.50 | 3,387.500 | 3,481.250 | 3,481.250 | 31.71 | 110,390.43 | |||
| 0140 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 75.13 | 676.17 | |||
| 0145 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 3,488.58 | 20,931.48 | |||
| 0150 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,060.56 | 0.00 | |||
| 0155 | REMOVE GUARDRAIL | 02381 | LF | 1,746.00 | 1,746.000 | 1,065.500 | 1,065.500 | 3.62 | 3,857.11 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 11.00 | 11.000 | 13.000 | 13.000 | 3,792.21 | 49,298.73 | |||
| 0165 | TEMP GUARDRAIL | 02397 | LF | 362.50 | 362.500 | 916.250 | 916.250 | 24.24 | 22,209.90 | |||
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 160.00 | 160.000 | 160.000 | 160.000 | 189.23 | 30,276.80 | |||
| 0175 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 174.05 | 0.00 | |||
| 0180 | CHANNEL LINING CLASS II | 02483 | TON | 738.00 | 738.000 | 1,509.330 | 1,509.330 | 58.00 | 87,541.14 | |||
| 0185 | CHANNEL LINING CLASS III | 02484 | TON | 689.00 | 689.000 | 365.950 | 365.950 | 58.00 | 21,225.10 | |||
| 0190 | CLEARING AND GRUBBING (APPROX. 59.96 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 240,968.82 | 240,968.82 | |||
| 0195 | CONCRETE-CLASS B | 02555 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 625.49 | 0.00 | |||
| 0200 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 302.000 | 302.000 | 10.92 | 3,297.84 | |||
| 0205 | EDGE KEY | 02585 | LF | 247.00 | 247.000 | 247.000 | 247.000 | 22.24 | 5,493.28 | |||
| 0210 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 3,544.00 | 3,544.000 | 4,501.040 | 4,501.040 | 1.50 | 6,751.56 | |||
| 0215 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 126,000.00 | 126,000.00 | |||
| 0220 | DIVERSIONS (BY-PASS DETOURS) DIVERSION #1 12' RT. STA. 250+00 TO 12' | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0225 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,500.00 | 21,000.00 | |||
| 0230 | SHOULDER RUMBLE STRIPS | 02696 | LF | 34,456.00 | 34,456.000 | 32,259.000 | 32,259.000 | 0.19 | 6,129.21 | |||
| 0235 | TEMP SILT FENCE | 02701 | LF | 8,274.00 | 8,274.000 | 21,504.000 | 21,504.000 | 1.52 | 32,686.08 | |||
| 0240 | SILT TRAP TYPE B | 02704 | EACH | 60.00 | 60.000 | 222.000 | 222.000 | 394.90 | 87,667.80 | |||
| 0245 | SILT TRAP TYPE C | 02705 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 325.55 | 0.00 | |||
| 0250 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 60.00 | 60.000 | 26.000 | 26.000 | 86.81 | 2,257.06 | |||
| 0255 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 86.81 | 0.00 | |||
| 0260 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 4.00 | 4.000 | 0.000 | 0.000 | 353.81 | 0.00 | |||
| 0265 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 277,054.43 | 277,054.43 | |||
| 0270 | REMOVE STRUCTURE 2.5' X 1.5' RCBC STA. 245+37 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,289.24 | 4,289.24 | |||
| 0275 | REMOVE STRUCTURE 2.5' X 2.5' RCBC STA. 149+22 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,491.81 | 3,491.81 | |||
| 0280 | REMOVE STRUCTURE 3' X 2' RCBC STA. 230+46 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,444.15 | 3,444.15 | |||
| 0285 | REMOVE STRUCTURE 3' X 3' RCBC STA. 239+71 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,399.83 | 4,399.83 | |||
| 0290 | REMOVE STRUCTURE 3' X 3' RCBC STA. 258+32 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,443.30 | 3,443.30 | |||
| 0295 | REMOVE STRUCTURE 4' X 3' RCBC STA. 167+15 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,352.73 | 4,352.73 | |||
| 0300 | REMOVE STRUCTURE 4' X 4' RCBC STA. 177+45 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,485.92 | 3,485.92 | |||
| 0305 | REMOVE STRUCTURE 5' X 4' RCBC STA. 251+94 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,513.12 | 3,513.12 | |||
| 0310 | REMOVE STRUCTURE 6' X 4' RCBC STA. 184+62 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,400.67 | 4,400.67 | |||
| 0315 | REMOVE STRUCTURE 6' X 4' RCBC STA. 209+40 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,485.92 | 3,485.92 | |||
| 0320 | REMOVE STRUCTURE 8' X 4' RCBC STA. 204+17 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,501.91 | 3,501.91 | |||
| 0325 | REMOVE STRUCTURE 8' X 4' RCBC STA. 263+35 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,501.91 | 3,501.91 | |||
| 0330 | REMOVE STRUCTURE 8' X 6' RCBC STA. 191+65 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,926.61 | 6,926.61 | |||
| 0335 | REMOVE STRUCTURE DOUBLE 10' X 6' RCBC STA. 217+75 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,020.83 | 13,020.83 | |||
| 0340 | EROSION CONTROL BLANKET | 05950 | SQYD | 17,902.00 | 17,902.000 | 84,308.620 | 84,308.620 | 1.72 | 145,010.82 | |||
| 0345 | TEMP MULCH | 05952 | SQYD | 193,506.00 | 193,506.000 | 251,585.060 | 251,585.060 | 0.19 | 47,801.16 | |||
| 0350 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 145,130.00 | 145,130.000 | 42,350.000 | 42,350.000 | 0.22 | 9,317.00 | |||
| 0355 | INITIAL FERTILIZER | 05963 | TON | 10.00 | 10.000 | 11.703 | 11.703 | 1,076.81 | 12,601.90 | |||
| 0360 | MAINTENANCE FERTILIZER | 05964 | TON | 10.00 | 10.000 | 4.810 | 4.810 | 1,076.81 | 5,179.45 | |||
| 0365 | SEEDING AND PROTECTION | 05985 | SQYD | 168,586.00 | 168,586.000 | 277,154.000 | 277,154.000 | 0.43 | 119,176.22 | |||
| 0370 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 72,269.00 | 72,269.000 | 66,097.000 | 66,097.000 | 0.19 | 12,558.43 | |||
| 0375 | AGRICULTURAL LIMESTONE | 05992 | TON | 191.00 | 191.000 | 159.130 | 159.130 | 91.82 | 14,611.31 | |||
| 0380 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 25,442.00 | 27,942.000 | 230,365.000 | 230,365.000 | 0.33 | 76,020.45 | |||
| 0385 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 58,371.00 | 58,371.000 | 59,957.000 | 59,957.000 | 0.35 | 20,984.95 | |||
| 0390 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 6,360.00 | 8,860.000 | 48,089.000 | 48,089.000 | 0.99 | 47,608.11 | |||
| 0395 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 28.00 | 28.000 | 36.000 | 36.000 | 51.52 | 1,854.72 | |||
| 0400 | FUEL ADJUSTMENT | 10020NS | DOLL | 145,411.00 | 145,411.000 | -1,546.330 | -53,953.690 | -55,500.020 | 1.00 | -1,546.33 | -55,500.02 | |
| 0405 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 119,313.00 | 83,746.960 | -2,496.700 | -100,454.350 | -102,951.050 | 1.00 | -2,496.70 | -102,951.05 | |
| 0410 | OBJECT MARKER TY 3 | 20191ED | EACH | 11.00 | 11.000 | 8.000 | 8.000 | 49.31 | 394.48 | |||
| 0415 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 16,709.00 | 16,709.000 | 16,061.000 | 16,061.000 | 0.21 | 3,372.81 | |||
| 0420 | SAWCUT PAVEMENT | 20550ND | LF | 247.00 | 247.000 | 1,556.340 | 1,556.340 | 3.79 | 5,898.52 | |||
| 0435 | ASPHALT MILLING AND TEXTURING | 23019EN | SQYD | 400.00 | 400.000 | 755.000 | 755.000 | 9.88 | 7,459.40 | |||
| 0440 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 13,626.00 | 13,626.000 | 5,054.000 | 5,054.000 | 6.57 | 33,204.78 | |||
| 0445 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 24.00 | 24.000 | 0.000 | 0.000 | 9.39 | 0.00 | |||
| 0450 | TURF REINFORCEMENT MAT 3 | 23276EN11F | SQYD | 24.00 | 24.000 | 0.000 | 0.000 | 9.39 | 0.00 | |||
| 0455 | TURF REINFORCEMENT MAT 4 | 23277EN11F | SQYD | 32.00 | 32.000 | 0.000 | 0.000 | 29.22 | 0.00 | |||
| 0460 | PIPELINE INSPECTION | 24814EC | LF | 2,108.00 | 2,108.000 | 2,108.000 | 2,108.000 | 2.32 | 4,890.56 | |||
| 0465 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,186.03 | 12,744.12 | |||
| 0980 | RELOCATE TEMP CONC BARRIER (ADDED 11-29-22) | 02003 | LF | 350.00 | 1,050.000 | 880.000 | 880.000 | 40.00 | 35,200.00 | |||
| 0985 | RELOCATE CRASH CUSHION (ADDED 11-29-22) | 02898 | EACH | 2.00 | 6.000 | 6.000 | 6.000 | 2,079.64 | 12,477.84 | |||
| 0990 | CONCRETE BARRIER WALL TYPE 9T (ADDED 11-29-22) | 03171 | LF | 500.00 | 500.000 | 550.000 | 550.000 | 65.93 | 36,261.50 | |||
| 0995 | CRASH CUSHION TY VI CLASS BT TL2 (ADDED 11-29-22) | 08901 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 9,103.71 | 36,414.84 | |||
| 1020 | SILT TRAP TYPE A (ADDED 12-6-22) | 02703 | EACH | 60.00 | 60.000 | 30.000 | 30.000 | 295.12 | 8,853.60 | |||
| 1025 | CLEAN SILT TRAP TYPE A (ADDED 12-6-22) | 02706 | EACH | 60.00 | 60.000 | 6.000 | 6.000 | 125.05 | 750.30 | |||
| 8010 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8011 | EW~ Perf Pipe to Fix Ground Water | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 35,566.04 | 35,566.04 | |||
| Project | DE05201462263 | Fed/State Project Number | FBP 5162(022) | Category | 0003 DRAINAGE | |||||||
| 0470 | ENTRANCE PIPE-15 IN | 00440 | LF | 681.00 | 681.000 | 687.000 | 687.000 | 85.89 | 59,006.43 | |||
| 0475 | ENTRANCE PIPE-18 IN | 00441 | LF | 88.00 | 88.000 | 89.000 | 89.000 | 103.66 | 9,225.74 | |||
| 0480 | ENTRANCE PIPE-24 IN | 00443 | LF | 236.00 | 236.000 | 242.000 | 242.000 | 102.59 | 24,826.78 | |||
| 0485 | CULVERT PIPE-18 IN | 00462 | LF | 50.00 | 50.000 | 60.000 | 60.000 | 132.17 | 7,930.20 | |||
| 0490 | CULVERT PIPE-24 IN (REVISED 12-6-22) | 00464 | LF | 453.00 | 453.000 | 461.500 | 461.500 | 116.00 | 53,534.00 | |||
| 0495 | CULVERT PIPE-30 IN | 00466 | LF | 198.00 | 198.000 | 211.000 | 211.000 | 137.00 | 28,907.00 | |||
| 0500 | CULVERT PIPE-36 IN (REVISED 12-6-22) | 00468 | LF | 79.00 | 137.000 | 138.000 | 138.000 | 190.00 | 26,220.00 | |||
| 0505 | CULVERT PIPE-42 IN (REVISED 12-6-22) | 00469 | LF | 266.00 | 266.000 | 269.000 | 269.000 | 217.00 | 58,373.00 | |||
| 0510 | CULVERT PIPE-48 IN | 00470 | LF | 335.00 | 335.000 | 335.000 | 335.000 | 282.00 | 94,470.00 | |||
| 0515 | CULVERT PIPE-54 IN | 00471 | LF | 420.00 | 420.000 | 424.000 | 424.000 | 255.00 | 108,120.00 | |||
| 0520 | CULVERT PIPE-60 IN (REVISED 12-6-22) | 00472 | LF | 57.00 | 125.000 | 129.000 | 129.000 | 350.00 | 45,150.00 | |||
| 0525 | CULVERT PIPE-66 IN (REVISED 12-6-22) | 00473 | LF | 89.00 | 149.000 | 152.000 | 152.000 | 378.00 | 57,456.00 | |||
| 0530 | CULVERT PIPE-42 IN EQUIV | 00498 | LF | 79.00 | 79.000 | 79.000 | 79.000 | 266.00 | 21,014.00 | |||
| 0535 | CULVERT PIPE-78 IN EQUIV | 00505 | LF | 71.00 | 71.000 | 91.000 | 91.000 | 625.00 | 56,875.00 | |||
| 0540 | STORM SEWER PIPE-15 IN | 00521 | LF | 354.00 | 354.000 | 354.000 | 354.000 | 173.00 | 61,242.00 | |||
| 0545 | STORM SEWER PIPE-24 IN | 00524 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 235.00 | 19,975.00 | |||
| 0550 | STORM SEWER PIPE-36 IN | 00528 | LF | 364.21 | 364.210 | 364.210 | 364.210 | 238.00 | 86,681.98 | |||
| 0555 | PERFORATED PIPE-4 IN | 01000 | LF | 2,509.00 | 2,509.000 | 3,400.000 | 3,400.000 | 23.40 | 79,560.00 | |||
| 0560 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,036.00 | 1,036.000 | 630.000 | 630.000 | 29.57 | 18,629.10 | |||
| 0565 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 9.000 | 9.000 | 1,250.00 | 11,250.00 | |||
| 0570 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 19.00 | 19.000 | 23.000 | 23.000 | 1,250.00 | 28,750.00 | |||
| 0575 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 1,250.00 | 10,000.00 | |||
| 0580 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,050.00 | 4,100.00 | |||
| 0585 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,150.00 | 15,050.00 | |||
| 0590 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,100.00 | 12,400.00 | |||
| 0595 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 8,900.00 | 44,500.00 | |||
| 0600 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 8,200.00 | 32,800.00 | |||
| 0605 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 12,000.00 | 48,000.00 | |||
| 0610 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,600.00 | 15,200.00 | |||
| 0615 | PIPE CULVERT HEADWALL-66 IN | 01222 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,395.20 | 26,790.40 | |||
| 0620 | METAL END SECTION TY 3-54 IN | 01398 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,500.00 | 16,500.00 | |||
| 0625 | METAL END SECTION TY 4-42 IN (EQUIV) | 01424 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0630 | METAL END SECTION TY 3-78 IN (EQUIV) | 01425 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 22,750.00 | 45,500.00 | |||
| 0635 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,600.00 | 10,800.00 | |||
| 0640 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,050.00 | 12,100.00 | |||
| 0645 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 18,500.00 | 37,000.00 | |||
| 0650 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,500.00 | 25,000.00 | |||
| 0655 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE (REVISED 12-6-22) | 02607 | SQYD | 6,565.00 | 6,565.000 | 11,518.000 | 11,518.000 | 2.00 | 23,036.00 | |||
| 0660 | CONCRETE-CLASS A | 08100 | CUYD | 1.68 | 1.680 | 0.000 | 0.000 | 2,420.00 | 0.00 | |||
| 0665 | BORE AND JACK PIPE-24 IN (REVISED 12-6-22) | 21799EN | LF | 54.00 | 54.000 | 56.000 | 56.000 | 742.97 | 41,606.32 | |||
| 0670 | BORE AND JACK PIPE-42 IN (REVISED 12-6-22) | 23332EC | LF | 61.00 | 61.000 | 63.000 | 63.000 | 1,168.16 | 73,594.08 | |||
| 0675 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,780.83 | 4,780.83 | |||
| 0680 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 18,350.00 | 91,750.00 | |||
| 0685 | BORE AND JACK PIPE-36 IN (REVISED 12-6-22) | 24186EC | LF | 58.00 | 0.000 | 0.000 | 0.000 | 910.00 | 0.00 | |||
| 0690 | BORE AND JACK PIPE-60 IN (REVISED 12-6-22) | 26181EC | LF | 68.00 | 0.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0695 | BORE AND JACK PIPE-66 IN | 26182EC | LF | 60.00 | 0.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 1000 | JUNCTION BOX-24 IN (ADDED 12-6-22) | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1005 | JUNCTION BOX-36 IN (ADDED 12-6-22) | 01645 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,800.00 | 5,800.00 | |||
| 1010 | JUNCTION BOX-42 IN (ADDED 12-6-22) | 01646 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,200.00 | 7,200.00 | |||
| 1015 | JUNCTION BOX-60 IN (ADDED 12-6-22) | 01649 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,200.00 | 10,200.00 | |||
| 1030 | JUNCTION BOX-66 IN (ADDED 12-6-22) | 24252EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 1035 | TEMPORARY PIPE (ADDED 12-6-22) | 20166ES810 | LF | 239.00 | 239.000 | 187.000 | 187.000 | 125.00 | 23,375.00 | |||
| 8000 | EW~ TEMP DRAINAGE AT JUNCTION BOX | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,036.54 | 5,036.54 | |||
| 8001 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 132,140.000 | 132,140.000 | 132,140.000 | 1.00 | 132,140.00 | |||
| Project | DE05201462263 | Fed/State Project Number | FBP 5162(022) | Category | 0004 BRIDGE - NO. 27328 - STA. 135+77.74 BRIDGE WIDENING | |||||||
| 0700 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 92.00 | 92.000 | 87.430 | 87.430 | 150.00 | 13,114.50 | |||
| 0705 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 54.00 | 54.000 | 54.000 | 54.000 | 5,280.80 | 285,163.20 | |||
| 0710 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 41.50 | 41.500 | 41.500 | 41.500 | 144.26 | 5,986.79 | |||
| 0715 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 214.00 | 214.000 | 214.000 | 214.000 | 154.56 | 33,075.84 | |||
| 0720 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 23.00 | 23.000 | 23.000 | 23.000 | 772.80 | 17,774.40 | |||
| 0725 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 409.00 | 409.000 | 511.280 | 511.280 | 92.74 | 47,416.10 | |||
| 0730 | TEST PILES | 08033 | LF | 50.00 | 50.000 | 35.833 | 35.833 | 283.36 | 10,153.63 | |||
| 0735 | PILES-STEEL HP12X53 | 08046 | LF | 107.00 | 107.000 | 106.040 | 106.040 | 463.68 | 49,168.62 | |||
| 0740 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 170.02 | 1,360.16 | |||
| 0745 | CONCRETE-CLASS A | 08100 | CUYD | 96.60 | 96.600 | 96.600 | 96.600 | 2,800.00 | 270,480.00 | |||
| 0750 | CONCRETE-CLASS AA | 08104 | CUYD | 103.50 | 103.500 | 103.500 | 103.500 | 2,500.00 | 258,750.00 | |||
| 0755 | STEEL REINFORCEMENT | 08150 | LB | 10,024.00 | 10,024.000 | 10,024.000 | 10,024.000 | 2.22 | 22,253.28 | |||
| 0760 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 23,648.00 | 23,648.000 | 23,648.000 | 23,648.000 | 2.03 | 48,005.44 | |||
| 0765 | EPOXY SAND SLURRY | 08504 | SQYD | 33.40 | 33.400 | 33.400 | 33.400 | 131.89 | 4,405.12 | |||
| 0770 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 19.90 | 19.900 | 19.900 | 19.900 | 3,800.00 | 75,620.00 | |||
| 0775 | BLAST CLEANING | 08549 | SQYD | 634.00 | 634.000 | 951.000 | 951.000 | 17.00 | 16,167.00 | |||
| 0780 | MACHINE PREP OF SLAB | 08551 | SQYD | 351.00 | 351.000 | 351.000 | 351.000 | 38.12 | 13,380.12 | |||
| 0785 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 250.70 | 250.700 | 250.700 | 250.700 | 618.24 | 154,992.76 | |||
| 0790 | REPLACE ARMORED EDGE | 20663ED | LF | 52.10 | 52.100 | 52.100 | 52.100 | 561.57 | 29,257.79 | |||
| 0795 | RAIL SYSTEM TYPE III | 21532ED | LF | 257.30 | 257.300 | 257.300 | 257.300 | 156.62 | 40,298.32 | |||
| 0800 | CONCRETE SEALING | 23378EC | SQFT | 4,895.00 | 4,895.000 | 4,895.000 | 4,895.000 | 2.11 | 10,328.45 | |||
| 0805 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 10.50 | 10.500 | 10.500 | 10.500 | 1,571.36 | 16,499.28 | |||
| 8005 | TEMP SIGNAL | 04935 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| Project | DE05201462263 | Fed/State Project Number | FBP 5162(022) | Category | 0005 BRIDGE - NO. 27329 - STA. 217+86.12 20' X 7' RCBC | |||||||
| 0810 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 188.00 | 188.000 | 188.000 | 188.000 | 128.74 | 24,203.12 | |||
| 0815 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 48,000.00 | 48,000.00 | |||
| 0820 | CONCRETE-CLASS A | 08100 | CUYD | 281.50 | 281.500 | 281.500 | 281.500 | 1,300.00 | 365,950.00 | |||
| 0825 | STEEL REINFORCEMENT | 08150 | LB | 31,648.00 | 31,648.000 | 31,648.000 | 31,648.000 | 0.47 | 14,874.56 | |||
| Project | DE05201462263 | Fed/State Project Number | FBP 5162(022) | Category | 0006 SIGNING | |||||||
| 0830 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 488.00 | 488.000 | 488.000 | 488.000 | 40.09 | 19,563.92 | |||
| 0835 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 30.00 | 30.000 | 30.000 | 30.000 | 41.62 | 1,248.60 | |||
| 0840 | STEEL POST TYPE 1 | 06410 | LF | 452.00 | 452.000 | 452.000 | 452.000 | 28.77 | 13,004.04 | |||
| 0845 | STEEL POST MILE MARKERS | 06412 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 454.91 | 2,729.46 | |||
| 0850 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 302.55 | 907.65 | |||
| 0855 | BARCODE SIGN INVENTORY | 24631EC | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 37.68 | 1,582.56 | |||
| Project | DE05201462263 | Fed/State Project Number | FBP 5162(022) | Category | 0007 WATERLINE | |||||||
| 0860 | W AIR RELEASE VALVE SPECIAL | 14002 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,435.36 | 5,435.36 | |||
| 0865 | W ENCASEMENT CONCRETE | 14005 | LF | 500.00 | 475.000 | 475.000 | 475.000 | 56.67 | 26,918.25 | |||
| 0870 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 140.00 | 50.000 | 50.000 | 50.000 | 510.05 | 25,502.50 | |||
| 0875 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 275.00 | 335.000 | 275.000 | 275.000 | 659.46 | 181,351.50 | |||
| 0880 | W ENCASEMENT STEEL OPEN CUT RANGE 1 | 14012 | LF | 80.00 | 100.000 | 100.000 | 100.000 | 108.19 | 10,819.00 | |||
| 0885 | W ENCASEMENT STEEL OPEN CUT RANGE 2 | 14013 | LF | 20.00 | 0.000 | 0.000 | 0.000 | 180.32 | 0.00 | |||
| 0890 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 260.00 | 420.000 | 420.000 | 420.000 | 195.78 | 82,227.60 | |||
| 0895 | W FLUSHING ASSEMBLY | 14023 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,564.16 | 11,128.32 | |||
| 0900 | W METER 1 INCH | 14025 | EACH | 8.00 | 10.000 | 10.000 | 10.000 | 2,215.36 | 22,153.60 | |||
| 0905 | W METER RELOCATE | 14030 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,607.42 | 8,037.10 | |||
| 0910 | W PIPE PVC 03 INCH | 14057 | LF | 730.00 | 730.000 | 730.000 | 730.000 | 72.13 | 52,654.90 | |||
| 0915 | W PIPE PVC 06 INCH | 14059 | LF | 12,510.00 | 12,710.000 | 12,710.000 | 12,710.000 | 86.81 | 1,103,355.10 | |||
| 0920 | W PLUG EXISTING MAIN | 14074 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,782.08 | 5,564.16 | |||
| 0925 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 3.00 | 2.000 | 2.000 | 2.000 | 35,754.88 | 71,509.76 | |||
| 0930 | W SERV PE/PLST LONG SIDE 2 IN | 14079 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 44,966.66 | 134,899.98 | |||
| 0935 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 24.00 | 26.000 | 26.000 | 26.000 | 3,477.60 | 90,417.60 | |||
| 0940 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 4.00 | 3.000 | 3.000 | 3.000 | 6,321.51 | 18,964.53 | |||
| 0945 | W TIE-IN 03 INCH | 14092 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,723.36 | 20,170.08 | |||
| 0950 | W TIE-IN 06 INCH | 14094 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,506.46 | 7,506.46 | |||
| 0955 | W VALVE 03 INCH | 14103 | EACH | 9.00 | 8.000 | 8.000 | 8.000 | 1,957.76 | 15,662.08 | |||
| 0960 | W VALVE 06 INCH | 14105 | EACH | 7.00 | 6.000 | 6.000 | 6.000 | 2,550.24 | 15,301.44 | |||
| 0965 | W METER REMOVE | 14156 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 709.95 | 5,679.60 | |||
| 8002 | W PIPE PVC SPECIAL W PIPE 1 INCH CTS Service Lateral | 14066 | LF | 0.00 | 285.000 | 285.000 | 285.000 | 66.77 | 19,029.45 | |||
| Project | DE05201462263 | Fed/State Project Number | FBP 5162(022) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0970 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 850,000.00 | 850,000.00 | |||
| 0975 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 305,000.00 | 76,250.00 | |||
| SUBTOT | $182,800.09 |
$19,717,953.25 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0785-1-0I |
I BEAM, TYPE 2 | FT |
250.70 | 0007 | $352.576000 | $88,390.80 | ||||||
0880-1-0I |
UTILITY INCIDENTAL | LF |
80.00 | 0007 | $5.238520 | $419.08 | ||||||
0885-1-0I |
UTILITY INCIDENTAL | LF |
20.00 | 0007 | $41.021500 | $820.43 | ||||||
0890-1-0I |
UTILITY INCIDENTAL | LF |
260.00 | 0007 | $58.868430 | $15,305.79 | ||||||
0895-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0007 | $305.490000 | $610.96 | ||||||
0900-1-0I |
UTILITY INCIDENTAL | EACH |
8.00 | 0007 | $118.840000 | $950.72 | ||||||
0910-1-0I |
UTILITY INCIDENTAL | LF |
730.00 | 0007 | $12.240000 | $8,935.20 | ||||||
0915-1-0I |
UTILITY INCIDENTAL | LF |
12,510.00 | 0007 | $8.680000 | $108,586.80 | ||||||
0930-1-0I |
UTILITY INCIDENTAL | EACH |
3.00 | 0007 | $2938.200000 | $8,814.59 | ||||||
0935-1-0I |
UTILITY INCIDENTAL | EACH |
24.00 | 0007 | $157.660000 | $3,783.84 | ||||||
0940-1-0I |
UTILITY INCIDENTAL | EACH |
4.00 | 0007 | $11.170000 | $44.68 | ||||||
0955-1-0I |
UTILITY INCIDENTAL | EACH |
9.00 | 0007 | $571.540000 | $5,143.86 | ||||||
0960-1-0I |
UTILITY INCIDENTAL | EACH |
7.00 | 0007 | $734.770000 | $5,143.39 | ||||||
0785-1-1I |
I BEAM, TYPE 2 | FT |
250.70 | 0016 | $352.576000 | $88,390.80 | ||||||
0890-1-0A |
UTILITY INCIDENTAL | LF |
60.00 | 0007 | $58.868430 | $-3,532.11 | ||||||
0915-1-0A |
UTILITY INCIDENTAL | LF |
1,770.00 | 0007 | $8.680000 | $-15,363.60 | ||||||
0890-1-0A |
UTILITY INCIDENTAL | LF |
100.00 | 0008 | $58.868430 | $-5,886.84 | ||||||
0910-1-0A |
UTILITY INCIDENTAL | LF |
440.00 | 0008 | $12.240000 | $-5,385.60 | ||||||
0915-1-0A |
UTILITY INCIDENTAL | LF |
1,837.00 | 0008 | $8.680000 | $-15,945.16 | ||||||
0955-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0008 | $571.540000 | $-571.54 | ||||||
0960-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0008 | $734.770000 | $-1,469.54 | ||||||
0890-1-0A |
UTILITY INCIDENTAL | LF |
20.00 | 0009 | $58.868430 | $-1,177.37 | ||||||
0910-1-0A |
UTILITY INCIDENTAL | LF |
220.00 | 0009 | $12.240000 | $-2,692.80 | ||||||
0915-1-0A |
UTILITY INCIDENTAL | LF |
1,512.00 | 0009 | $8.680000 | $-13,124.16 | ||||||
0955-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $571.540000 | $-571.54 | ||||||
0960-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $734.770000 | $-734.77 | ||||||
0890-1-0A |
UTILITY INCIDENTAL | LF |
40.00 | 0010 | $58.868430 | $-2,354.74 | ||||||
0915-1-0A |
UTILITY INCIDENTAL | LF |
235.00 | 0010 | $8.680000 | $-2,039.80 | ||||||
0960-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0010 | $734.770000 | $-734.77 | ||||||
0895-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0011 | $305.490000 | $-610.96 | ||||||
0900-1-0A |
UTILITY INCIDENTAL | EACH |
7.00 | 0011 | $118.840000 | $-831.88 | ||||||
0910-1-0A |
UTILITY INCIDENTAL | LF |
20.00 | 0011 | $12.240000 | $-244.80 | ||||||
0915-1-0A |
UTILITY INCIDENTAL | LF |
120.00 | 0011 | $8.680000 | $-1,041.60 | ||||||
0935-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0011 | $157.660000 | $-157.66 | ||||||
0940-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0011 | $11.170000 | $-11.17 | ||||||
0955-1-0A |
UTILITY INCIDENTAL | EACH |
5.00 | 0011 | $571.540000 | $-2,857.70 | ||||||
0880-1-0A |
UTILITY INCIDENTAL | LF |
40.00 | 0012 | $5.238520 | $-209.54 | ||||||
0890-1-0A |
UTILITY INCIDENTAL | LF |
40.00 | 0012 | $58.868430 | $-2,354.73 | ||||||
0910-1-0A |
UTILITY INCIDENTAL | LF |
10.00 | 0012 | $12.240000 | $-122.40 | ||||||
0915-1-0A |
UTILITY INCIDENTAL | LF |
1,520.00 | 0012 | $8.680000 | $-13,193.60 | ||||||
0930-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0012 | $2938.200000 | $-8,814.59 | ||||||
0935-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0012 | $157.660000 | $-157.66 | ||||||
0940-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0012 | $11.170000 | $-22.34 | ||||||
0960-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0012 | $734.770000 | $-734.77 | ||||||
0915-1-0A |
UTILITY INCIDENTAL | LF |
2,320.00 | 0013 | $8.680000 | $-20,137.60 | ||||||
0915-1-0A |
UTILITY INCIDENTAL | LF |
80.00 | 0014 | $8.680000 | $-694.40 | ||||||
0910-1-0A |
UTILITY INCIDENTAL | LF |
40.00 | 0015 | $12.240000 | $-489.60 | ||||||
0915-1-0A |
UTILITY INCIDENTAL | LF |
430.00 | 0015 | $8.680000 | $-3,732.40 | ||||||
0935-1-0A |
UTILITY INCIDENTAL | EACH |
13.00 | 0015 | $157.660000 | $-2,049.58 | ||||||
0955-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0015 | $571.540000 | $-571.54 | ||||||
0785-1-1A |
I BEAM, TYPE 2 | FT |
125.35 | 0017 | $352.576000 | $-44,195.40 | ||||||
0785-1-1A |
I BEAM, TYPE 2 | FT |
125.35 | 0019 | $352.576000 | $-44,195.40 | ||||||
0880-10C |
UTILITY INCIDENTAL | LF |
0.00 | 0014 | $5.238500 | $-209.54 | ||||||
0885-10C |
UTILITY INCIDENTAL | LF |
0.00 | 0015 | $41.021500 | $-820.43 | ||||||
0900-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0015 | $118.840000 | $-118.84 | ||||||
0940-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0015 | $11.170000 | $-11.17 | ||||||
0960-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0015 | $734.770000 | $-1,469.54 | ||||||
0785-10C |
I BEAM, TYPE 2 | FT |
0.00 | 0016 | $352.575987 | $-88,390.80 | ||||||
0915-10C |
UTILITY INCIDENTAL | LF |
0.00 | 0016 | $8.680000 | $-23,314.48 | ||||||
0935-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0016 | $157.660000 | $-1,418.94 | ||||||
0955-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0016 | $571.540000 | $-571.54 | ||||||
| SUBTOT | $0.00 |
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