|
Report_Id: 221053 Est NO 0035 |
Date:09/03/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221053 | Estimate Number | 0035 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07360) Lester, Nick D | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 07/25/2024 TO 08/07/2024 | ||||||
| Date Approved | 08/18/2024 | ||||||
| Primary Proj Number | DE0570NEW2253 | ||||||
| Project No. | FD04 057 NEW ROUTE | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | EAST NICHOLASVILLE BYPASS (NEW ROUTE/KY 2827) | ||||||
| Description | CONSTRUCTION OF THE EAST NICHOLASVILLE BYPASS SECTION 1A FRO M KY 39 TO KY 169 | ||||||
| Date Let | 10/20/2022 | Formal Acceptance | |||||
| Date Awarded | 11/01/2022 | Date Work Began | 01/30/2023 | ||||
| Date Contract Executed | 11/15/2022 | Open To Traffic | |||||
| Date NTP Issued | 11/15/2022 | Actual Completion Date | |||||
| Current Contract Amount | $21,244,714.27 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $18,942,117.89 |
Total Earnings | $15,308,658.20 |
$13,828,079.25 |
$1,480,578.95 |
|
| Percent Complete | 73.47 |
Stockpiled Materials | $299,202.26 |
$301,356.28 |
$-2,154.02 |
|
| Funds Available | $5,636,853.81 |
Gross Earnings | $15,607,860.46 |
$14,129,435.53 |
$1,478,424.93 |
|
| Total Change Orders | $2,302,596.38 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $15,607,860.46 |
$14,129,435.53 |
$1,478,424.93 |
|||
| Contract Id | 221053 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0035 | Project Number | FD04 057 NEW ROUTE | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 07/25/2024 TO 08/07/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Formal Partnering Meeting | Approved | 05/08/2023 | $2,089.50 | 0.0 | |||||
| 002 | WATERLINE RELOCATION | Approved | 03/06/2024 | $2,287,276.72 | 79.0 | |||||
| 003 | PIPELINE INSPECTION | Approved | 02/02/2024 | $13,230.16 | 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 | 221053 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE0570NEW2253 | ||||||
| Estimate Nbr | 0035 | Period | 07/25/2024 TO 08/07/2024 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE0570NEW2253 | Fed/State Project Number | FD04 057 NEW ROUTE | 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 | DE0570NEW2253 | Fed/State Project Number | FD04 057 NEW ROUTE | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 58,858.00 | 58,858.000 | 1,249.030 | 58,028.190 | 59,277.220 | 29.25 | 36,534.12 | 1,733,858.68 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 2,028.00 | 2,028.000 | 46.110 | 46.110 | 29.25 | 1,348.71 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 203.00 | 203.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 925.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 65.00 | 65.000 | 0.000 | 0.000 | 128.00 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 20,006.00 | 20,006.000 | 20,204.220 | 20,204.220 | 97.25 | 1,964,860.39 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,912.00 | 9,912.000 | 2,521.280 | 7,137.170 | 9,658.450 | 101.90 | 256,918.43 | 984,196.05 | |
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 27,143.00 | 27,143.000 | 10,588.440 | 16,849.320 | 27,437.760 | 101.90 | 1,078,962.03 | 2,795,907.74 | |
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,157.00 | 3,157.000 | 244.920 | 244.920 | 119.40 | 29,243.44 | |||
| 0050 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 799.00 | 799.000 | 50.210 | 50.210 | 119.40 | 5,995.07 | |||
| 0055 | JPC PAVEMENT-9 IN | 02073 | SQYD | 1,144.00 | 1,144.000 | 568.000 | 576.000 | 1,144.000 | 108.96 | 61,889.28 | 124,650.24 | |
| 0060 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 148,841.00 | 148,841.000 | 9,255.550 | 9,255.550 | 2.20 | 20,362.21 | |||
| 0065 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,250.00 | 0.00 | |||
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 261.00 | 261.000 | 72.090 | 50.920 | 123.010 | 49.75 | 3,586.47 | 6,119.74 | |
| 0075 | CONCRETE-CLASS A | 08100 | CUYD | 89.00 | 89.000 | 4.000 | 4.000 | 334.27 | 1,337.08 | |||
| 0080 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 5,433.00 | 5,433.000 | 0.000 | 0.000 | 128.00 | 0.00 | |||
| 0085 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 799,785.00 | 799,785.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0090 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 119.80 | 119.800 | 17.280 | 17.280 | 800.00 | 13,824.00 | |||
| Project | DE0570NEW2253 | Fed/State Project Number | FD04 057 NEW ROUTE | Category | 0002 ROADWAY | |||||||
| 0095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 565.00 | 565.000 | 71.110 | 71.110 | 30.40 | 2,161.74 | |||
| 0100 | SPRING BOX INLET TYPE A | 01660 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0105 | SPRING BOX INLET TYPE B | 01670 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0110 | LIP CURB AND GUTTER | 01820 | LF | 754.00 | 754.000 | 395.000 | 395.000 | 28.97 | 11,443.15 | |||
| 0115 | ISLAND CURB AND GUTTER | 01825 | LF | 21,218.00 | 21,218.000 | 21,118.000 | 21,118.000 | 18.83 | 397,651.94 | |||
| 0120 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 544.00 | 544.000 | 544.000 | 544.000 | 28.85 | 15,694.40 | |||
| 0125 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 97.00 | 97.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0130 | BARRICADE-TYPE III | 02014 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0135 | REMOVE PAVEMENT | 02091 | SQYD | 1,326.00 | 1,326.000 | 0.000 | 0.000 | 9.75 | 0.00 | |||
| 0140 | TEMP DITCH | 02159 | LF | 6,190.00 | 6,190.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | CLEAN TEMP DITCH | 02160 | LF | 3,095.00 | 3,095.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0150 | ROADWAY EXCAVATION | 02200 | CUYD | 371,293.00 | 371,293.000 | 95.000 | 338,297.000 | 338,392.000 | 9.16 | 870.20 | 3,099,670.72 | |
| 0155 | GRANULAR EMBANKMENT | 02223 | CUYD | 145.00 | 145.000 | 115.040 | 115.040 | 35.00 | 4,026.40 | |||
| 0160 | WATER | 02242 | MGAL | 1,173.00 | 1,173.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0165 | FENCE-6 FT CHAIN LINK | 02274 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0170 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0175 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0185 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 91.00 | 91.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0190 | WITNESS POST | 02432 | EACH | 91.00 | 91.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0195 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0200 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0205 | CHANNEL LINING CLASS II | 02483 | TON | 11,314.00 | 11,314.000 | 129.000 | 5,728.270 | 5,857.270 | 43.00 | 5,547.00 | 251,862.61 | |
| 0210 | CHANNEL LINING CLASS III | 02484 | TON | 2,312.00 | 2,312.000 | 1,242.950 | 1,242.950 | 46.00 | 57,175.70 | |||
| 0215 | CLEARING AND GRUBBING 92 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 115,000.00 | 115,000.00 | |||
| 0220 | CONCRETE-CLASS B | 02555 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0225 | TEMPORARY SIGNS | 02562 | SQFT | 607.00 | 607.000 | 793.250 | 793.250 | 14.75 | 11,700.43 | |||
| 0230 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 1,225.00 | 1,225.000 | 173.300 | 173.300 | 2.25 | 389.92 | |||
| 0235 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 25,280.00 | 25,280.000 | 7,179.600 | 7,179.600 | 2.00 | 14,359.20 | |||
| 0240 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 125,000.00 | 62,500.00 | |||
| 0245 | DIVERSIONS (BY-PASS DETOURS) KY 169 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,500.00 | 0.00 | |||
| 0250 | DIVERSIONS (BY-PASS DETOURS) KY 39 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,500.00 | 32,500.00 | |||
| 0255 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| 0260 | SHOULDER RUMBLE STRIPS | 02696 | LF | 22,865.00 | 22,865.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0265 | TEMP SILT FENCE | 02701 | LF | 6,190.00 | 6,190.000 | 6,594.000 | 6,594.000 | 2.85 | 18,792.90 | |||
| 0270 | SILT TRAP TYPE A | 02703 | EACH | 50.00 | 50.000 | 6.000 | 6.000 | 0.01 | 0.06 | |||
| 0275 | SILT TRAP TYPE B | 02704 | EACH | 50.00 | 50.000 | 5.000 | 5.000 | 165.00 | 825.00 | |||
| 0280 | SILT TRAP TYPE C | 02705 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0300 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 171.00 | 171.000 | 7.000 | 7.000 | 87.01 | 609.07 | |||
| 0305 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,000.00 | 0.00 | |||
| 0310 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0315 | EROSION CONTROL BLANKET | 05950 | SQYD | 53,480.00 | 53,480.000 | 13,360.000 | 13,360.000 | 1.80 | 24,048.00 | |||
| 0320 | TEMP MULCH | 05952 | SQYD | 275,822.00 | 275,822.000 | 3,500.000 | 3,500.000 | 0.01 | 35.00 | |||
| 0325 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 206,870.00 | 206,870.000 | 87,970.000 | 87,970.000 | 0.01 | 879.70 | |||
| 0330 | INITIAL FERTILIZER | 05963 | TON | 22.00 | 22.000 | 9.625 | 9.625 | 1,500.00 | 14,437.50 | |||
| 0335 | MAINTENANCE FERTILIZER | 05964 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0340 | SEEDING AND PROTECTION | 05985 | SQYD | 413,732.00 | 413,732.000 | 106,533.435 | 106,533.435 | 0.36 | 38,352.03 | |||
| 0345 | SODDING | 05990 | SQYD | 1,270.00 | 1,270.000 | 600.000 | 600.000 | 12.75 | 7,650.00 | |||
| 0350 | AGRICULTURAL LIMESTONE | 05992 | TON | 257.00 | 257.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0355 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 3,557.00 | 3,557.000 | 2,807.000 | 2,807.000 | 11.25 | 31,578.75 | |||
| 0360 | CONCRETE-CLASS A | 08100 | CUYD | 216.00 | 216.000 | 36.030 | 177.000 | 213.030 | 415.04 | 14,953.89 | 88,415.97 | |
| 0365 | FUEL ADJUSTMENT | 10020NS | DOLL | 188,922.00 | 188,922.000 | -163,672.760 | -163,672.760 | 1.00 | -163,672.76 | |||
| 0370 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 260,047.00 | 260,047.000 | -175,812.220 | -175,812.220 | 1.00 | -175,812.22 | |||
| 0375 | OBJECT MARKER TY 3 | 20191ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0380 | SAWCUT PAVEMENT | 20550ND | LF | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0385 | LONGITUDINAL EDGE KEY | 21289ED | LF | 710.00 | 710.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0390 | BOLLARDS | 21341ND | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0395 | REMOVE ASBESTOS PIPE | 21655EN | LF | 2,780.00 | 2,780.000 | 1,500.000 | 1,500.000 | 25.00 | 37,500.00 | |||
| 0400 | DRY STONE MASONRY WALL | 21687EN | LF | 825.00 | 825.000 | 522.000 | 522.000 | 176.00 | 91,872.00 | |||
| 0405 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 6,075.00 | 6,075.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0410 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 1,060.00 | 1,060.000 | 50.000 | 50.000 | 39.81 | 1,990.50 | |||
| 0415 | DRAIN POND | 23649EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0420 | STANDARD BARRIER MEDIAN TY 5-MOD | 23835EC | SQYD | 624.00 | 624.000 | 624.000 | 624.000 | 43.81 | 27,337.44 | |||
| 0425 | ISLAND CURB AND GUTTER(MODIFIED) | 24261EC | LF | 1,637.00 | 1,637.000 | 0.000 | 0.000 | 25.42 | 0.00 | |||
| 0815 | PAVE STRIPING-TEMP PAINT-4 IN (ADDED 10-4-22) | 06510 | LF | 11,481.00 | 11,481.000 | 3,720.000 | 3,720.000 | 0.20 | 744.00 | |||
| 0820 | PAVE STRIPING-THERMO-6 IN W (ADDED 10-4-22) | 06542 | LF | 36,487.00 | 36,487.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0825 | PAVE STRIPING-THERMO-6 IN Y (ADDED 10-4-22) | 06543 | LF | 28,528.00 | 28,528.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0830 | PAVE MARKING-THERMO X-WALK-12 IN (ADDED 10-4-22) | 06566 | LF | 203.00 | 203.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 0835 | PAVE MARKING-THERMO STOP BAR-24IN (ADDED 10-4-22) | 06568 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 11.10 | 0.00 | |||
| 0840 | PAVE MARKING-THERMO CROSS-HATCH (ADDED 10-4-22) | 06569 | SQFT | 1,709.00 | 1,709.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0845 | PAVE MARKING-THERMO STR ARROW (ADDED 10-4-22) | 06573 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0855 | PAVE MARKING-THERMO COMB ARROW (ADDED 10-4-22) | 06575 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0860 | PAVE MARKING-THERMO ONLY (ADDED 10-4-22) | 06576 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0865 | INLAID PAVEMENT MARKER-MW (ADDED 10-4-22) | 06610 | EACH | 329.00 | 329.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0870 | INLAID PAVEMENT MARKER-BY (ADDED 10-4-22) | 06612 | EACH | 85.00 | 85.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0875 | PAVE MARKING-THERMO YIELD BAR-36 IN (ADDED 10-4-22) | 22520EN | LF | 152.00 | 152.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0880 | PAVE MARK THERMO CHEVRON (ADDED 10-4-22) | 24679ED | SQFT | 1,910.00 | 1,910.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 0885 | PAVE MARKING-THERMO CURV ARROW (ADDED 10-4-22) | 06574 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 8000 | FORMAL PARTNERING | 22398NN | LS | 0.00 | 1.000 | 0.000 | 0.000 | 2,089.50 | 0.00 | |||
| 8037 | PIPELINE INSPECTION | 24814EC | LF | 0.00 | 5,606.000 | 0.000 | 0.000 | 2.36 | 0.00 | |||
| Project | DE0570NEW2253 | Fed/State Project Number | FD04 057 NEW ROUTE | Category | 0003 DRAINAGE | |||||||
| 0430 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0435 | ENTRANCE PIPE-15 IN | 00440 | LF | 175.00 | 175.000 | 133.000 | 133.000 | 60.00 | 7,980.00 | |||
| 0440 | ENTRANCE PIPE-18 IN | 00441 | LF | 477.00 | 477.000 | 389.000 | 389.000 | 69.00 | 26,841.00 | |||
| 0445 | ENTRANCE PIPE-24 IN | 00443 | LF | 220.00 | 220.000 | 125.000 | 125.000 | 86.00 | 10,750.00 | |||
| 0450 | ENTRANCE PIPE-30 IN | 00445 | LF | 135.00 | 135.000 | 176.000 | 176.000 | 108.00 | 19,008.00 | |||
| 0455 | CULVERT PIPE-18 IN | 00462 | LF | 467.00 | 467.000 | 467.000 | 467.000 | 98.50 | 45,999.50 | |||
| 0460 | CULVERT PIPE-24 IN | 00464 | LF | 400.00 | 400.000 | 448.000 | 448.000 | 114.00 | 51,072.00 | |||
| 0465 | CULVERT PIPE-30 IN | 00466 | LF | 222.00 | 222.000 | 181.000 | 181.000 | 137.50 | 24,887.50 | |||
| 0470 | CULVERT PIPE-36 IN | 00468 | LF | 818.00 | 818.000 | 641.000 | 641.000 | 180.00 | 115,380.00 | |||
| 0475 | CULVERT PIPE-42 IN | 00469 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0480 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,507.00 | 2,507.000 | 2,507.000 | 2,507.000 | 52.00 | 130,364.00 | |||
| 0485 | STORM SEWER PIPE-18 IN | 00522 | LF | 816.00 | 816.000 | 719.000 | 719.000 | 65.00 | 46,735.00 | |||
| 0490 | STORM SEWER PIPE-24 IN | 00524 | LF | 328.00 | 328.000 | 165.000 | 165.000 | 85.00 | 14,025.00 | |||
| 0495 | STORM SEWER PIPE-30 IN | 00526 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0500 | PERFORATED PIPE-4 IN | 01000 | LF | 7,169.00 | 7,169.000 | 3,929.000 | 3,929.000 | 18.00 | 70,722.00 | |||
| 0505 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 584.00 | 584.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0510 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0515 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0520 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 15.00 | 15.000 | 5.000 | 5.000 | 1,150.00 | 5,750.00 | |||
| 0525 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0530 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
| 0535 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 1,750.00 | 10,500.00 | |||
| 0540 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0545 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,900.00 | 8,700.00 | |||
| 0550 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 4,100.00 | 16,400.00 | |||
| 0555 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0560 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,650.00 | 0.00 | |||
| 0565 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 2,650.00 | 5,300.00 | |||
| 0570 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 3,750.00 | 7,500.00 | |||
| 0575 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,150.00 | 0.00 | |||
| 0580 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 0585 | CURB BOX INLET TYPE A | 01456 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 7,150.00 | 100,100.00 | |||
| 0590 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,300.00 | 6,300.00 | |||
| 0595 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 5,800.00 | 17,400.00 | |||
| 0600 | DROP BOX INLET TYPE 3 | 01496 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,150.00 | 24,600.00 | |||
| 0605 | DROP BOX INLET TYPE 13G | 01559 | EACH | 25.00 | 25.000 | 21.000 | 21.000 | 4,625.00 | 97,125.00 | |||
| 0610 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0615 | TEMPORARY PIPE | 20166ES810 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0620 | TEMPORARY PIPE | 20166ES810 | LF | 116.00 | 116.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 8001 | W ENCASEMENT STEEL BORED RANGE 6 ENCASEMENT STEEL BORED RANGE 6 (42-INCH) | 14011 | LF | 0.00 | 370.000 | 380.000 | 380.000 | 700.00 | 266,000.00 | |||
| 8002 | W ENCASEMENT STEEL BORED RANGE 5 ENCASEMENT STEEL BORED RANGE 5 (20-INCH) | 14010 | LF | 0.00 | 352.000 | 380.000 | 380.000 | 393.75 | 149,625.00 | |||
| 8003 | W ENCASEMENT STEEL OPEN CUT RANGE 4 ENCASEMENT STEEL OPEN CUT RANGE 4 (16-INCH) | 14015 | LF | 0.00 | 120.000 | 120.000 | 120.000 | 315.00 | 37,800.00 | |||
| 8004 | W ENCASEMENT STEEL BORED RANGE 4 ENCASEMENT STEEL BORED RANGE 4 (12-INCH) | 14009 | LF | 0.00 | 60.000 | 60.000 | 60.000 | 331.80 | 19,908.00 | |||
| 8005 | W ENCASEMENT STEEL BORED RANGE 1 ENCASEMENT STEEL BORED RANGE 1 (2-INCH) | 14006 | LF | 0.00 | 230.000 | 230.000 | 230.000 | 105.00 | 24,150.00 | |||
| 8006 | MAINTAIN & CONTROL TRAFFIC MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 20,765.00 | 10,382.50 | |||
| 8007 | W SERV COPPER LONG SIDE 1 IN 1-INCH TYPE "K" COPPER WATER SERVICE PIPE | 14145 | EACH | 0.00 | 425.000 | 465.000 | 465.000 | 50.40 | 23,436.00 | |||
| 8008 | W SERV COPPER SHORT SIDE 3/4 IN 3/4-INCH TYPE "K" COPPER WATER SERVICE PIPE (SHORT) | 14152 | EACH | 0.00 | 105.000 | 115.000 | 115.000 | 70.35 | 8,090.25 | |||
| 8009 | W PIPE DUCTILE IRON 24 INCH 24-INCH DUCTILE IRON WATERLINE AND FITTINGS | 14042 | LF | 0.00 | 651.000 | 0.000 | 0.000 | 383.25 | 0.00 | |||
| 8010 | W PIPE DUCTILE IRON 10 INCH 10-INCH DUCTILE IRON WATERLINE AND FITTINGS | 14038 | LF | 0.00 | 843.000 | 0.000 | 0.000 | 147.00 | 0.00 | |||
| 8011 | W PIPE PVC 06 INCH 6-INCH PVC WATERLINE AND FITTINGS | 14059 | LF | 0.00 | 919.000 | 925.000 | 925.000 | 120.75 | 111,693.75 | |||
| 8012 | W PIPE PVC 08 INCH 8-INCH PVC WATERLINE AND FITTINGS | 14060 | LF | 0.00 | 3,459.000 | 3,502.000 | 3,502.000 | 107.10 | 375,064.20 | |||
| 8013 | W PIPE PVC 10 INCH 10-INCH PVC WATERLINE AND FITTINGS | 14061 | LF | 0.00 | 370.000 | 335.000 | 335.000 | 160.65 | 53,817.75 | |||
| 8014 | W METER 3/4 INCH 3/4 INCH WATER METER ASSEMBLY | 14028 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 945.00 | 4,725.00 | |||
| 8015 | W SERVICE SPECIAL WATER SERVICE RECONNECTIONS | 14086 | EACH | 0.00 | 8.000 | 9.000 | 9.000 | 735.00 | 6,615.00 | |||
| 8016 | W VALVE 24 INCH GATE VALVE - 24" | 14111 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 26,775.00 | 0.00 | |||
| 8017 | W VALVE 10 INCH GATE VALVE - 10" | 14107 | EACH | 0.00 | 5.000 | 1.000 | 1.000 | 5,302.50 | 5,302.50 | |||
| 8018 | W VALVE 08 INCH GATE VALVE - 8" | 14106 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 3,176.25 | 15,881.25 | |||
| 8019 | W VALVE 06 INCH GATE VALVE - 6" | 14105 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 2,493.75 | 14,962.50 | |||
| 8020 | W LINE STOP SIZE 2 INSTA VALVE (LINE STOP) - 24" | 14164 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 66,069.47 | 132,138.94 | |||
| 8021 | W LINE STOP SIZE 2 INSTA VALVE (LINE STOP) - 10" | 14164 | EACH | 0.00 | 4.000 | 2.000 | 2.000 | 24,069.47 | 48,138.94 | |||
| 8022 | W CAP EXISTING MAIN CUT AND CAP - 24" EXISTING WATERLINE | 14003 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 9,660.00 | 0.00 | |||
| 8023 | W CAP EXISTING MAIN CUT AND CAP - 10" EXISTING WATERLINE | 14003 | EACH | 0.00 | 6.000 | 0.000 | 0.000 | 6,562.50 | 0.00 | |||
| 8024 | W CAP EXISTING MAIN CUT AND CAP - 6" EXISTING WATERLINE | 14003 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 5,670.00 | 11,340.00 | |||
| 8025 | W CAP EXISTING MAIN CUT AND CAP - 4" EXISTING WATERLINE | 14003 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,355.00 | 5,355.00 | |||
| 8026 | W TIE-IN SPECIAL CONNECT TO EXISTING WATERLINE - 24" | 14101 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 16,275.00 | 0.00 | |||
| 8027 | W TIE-IN 10 INCH CONNECT TO EXISTING WATERLINE - 10" | 14096 | EACH | 0.00 | 6.000 | 1.000 | 1.000 | 5,250.00 | 5,250.00 | |||
| 8028 | W TIE-IN 06 INCH CONNECT TO EXISTING WATERLINE - 6" | 14094 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 4,515.00 | 9,030.00 | |||
| 8029 | W TIE-IN 04 INCH CONNECT TO EXISTING WATERLINE - 4" | 14093 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,360.00 | 3,360.00 | |||
| 8030 | W FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY (WITH 6" GATE VALVE) | 14019 | EACH | 0.00 | 8.000 | 6.000 | 6.000 | 8,505.00 | 51,030.00 | |||
| 8031 | W REMOVE TRANSITE (AC) PIPE REMOVE EXISTING AC WATERLINE | 14076 | LF | 0.00 | 3,532.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8032 | PAVEMENT REPLACEMENT PAVEMENT REPLACEMENT | 23309EC | SQFT | 0.00 | 390.000 | 0.000 | 0.000 | 23.90 | 0.00 | |||
| 8033 | GRAVEL REPLACEMENT DRIVEWAYS ENTRANCE RESTORATION (GRAVEL) | 24441EC | LF | 0.00 | 30.000 | 85.000 | 85.000 | 31.50 | 2,677.50 | |||
| 8034 | REMOVE & RESET FENCE REMOVE & RESET WOOD FENCE | 02267 | LF | 0.00 | 185.000 | 0.000 | 0.000 | 52.50 | 0.00 | |||
| 8035 | STAKING CONSTRUCTION STAKING | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,850.00 | 11,850.00 | |||
| 8036 | MOBILIZATION MOBILIZATION (SPECIAL) | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 105,000.00 | 105,000.00 | |||
| Project | DE0570NEW2253 | Fed/State Project Number | FD04 057 NEW ROUTE | Category | 0004 SIGNING | |||||||
| 0625 | CONDUIT-2 IN | 04795 | LF | 136.00 | 136.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0630 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0635 | TRENCHING AND BACKFILLING | 04820 | LF | 103.00 | 103.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0640 | CABLE-NO. 14/5C | 04844 | LF | 351.00 | 351.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0645 | GMSS GALV STEEL TYPE A | 06400 | LB | 1,286.00 | 1,286.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0650 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 512.00 | 512.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0655 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 799.50 | 799.500 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0660 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 198.00 | 198.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0665 | STEEL POST TYPE 1 | 06410 | LF | 1,544.00 | 1,544.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0670 | GMSS GALV STEEL TYPE C | 06441 | LB | 3,241.00 | 3,241.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0675 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0680 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 399.00 | 399.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0685 | BORE AND JACK CONDUIT | 21543EN | LF | 136.00 | 136.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0690 | GMSS TYPE D | 21596ND | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0695 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0700 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0705 | INSTALL RRFB | 24601EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0710 | BARCODE SIGN INVENTORY | 24631EC | EACH | 165.00 | 165.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0715 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 103.00 | 103.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| Project | DE0570NEW2253 | Fed/State Project Number | FD04 057 NEW ROUTE | Category | 0005 LIGHTING | |||||||
| 0720 | POLE 40 FT MTG HT | 04701 | EACH | 28.00 | 28.000 | 16.000 | 16.000 | 1,800.00 | 28,800.00 | |||
| 0725 | BRACKET 4 FT | 04720 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 0730 | BRACKET 8 FT | 04722 | EACH | 24.00 | 24.000 | 13.000 | 13.000 | 350.00 | 4,550.00 | |||
| 0735 | POLE BASE | 04740 | EACH | 28.00 | 28.000 | 3.000 | 16.000 | 19.000 | 1,200.00 | 3,600.00 | 22,800.00 | |
| 0740 | TRANSFORMER BASE | 04750 | EACH | 28.00 | 28.000 | 7.000 | 16.000 | 23.000 | 1,000.00 | 7,000.00 | 23,000.00 | |
| 0745 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 16,500.00 | 0.00 | |||
| 0750 | FUSED CONNECTOR KIT | 04780 | EACH | 56.00 | 56.000 | 32.000 | 32.000 | 125.00 | 4,000.00 | |||
| 0755 | CONDUIT-2 IN | 04795 | LF | 1,316.00 | 1,316.000 | 1,420.000 | 1,420.000 | 16.00 | 22,720.00 | |||
| 0760 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0765 | TRENCHING AND BACKFILLING | 04820 | LF | 3,910.00 | 3,910.000 | 935.000 | 2,455.000 | 3,390.000 | 5.00 | 4,675.00 | 16,950.00 | |
| 0770 | WIRE-NO. 12 | 04832 | LF | 1,260.00 | 1,260.000 | 2,400.000 | 2,400.000 | 0.75 | 1,800.00 | |||
| 0775 | WIRE-NO. 8 | 04833 | LF | 25,779.00 | 25,779.000 | 14,890.000 | 14,890.000 | 1.50 | 22,335.00 | |||
| 0780 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 23.00 | 23.000 | 13.000 | 13.000 | 750.00 | 9,750.00 | |||
| 0785 | BORE AND JACK CONDUIT | 21543EN | LF | 1,313.00 | 1,313.000 | 1,380.000 | 1,380.000 | 20.00 | 27,600.00 | |||
| 0790 | LED LUMINAIRE | 24589ED | EACH | 22.00 | 22.000 | 16.000 | 16.000 | 750.00 | 12,000.00 | |||
| 0795 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 2,157.00 | 2,157.000 | 485.000 | 1,325.000 | 1,810.000 | 5.50 | 2,667.50 | 9,955.00 | |
| 0800 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 1,792.00 | 1,792.000 | 450.000 | 1,565.000 | 2,015.000 | 7.50 | 3,375.00 | 15,112.50 | |
| Project | DE0570NEW2253 | Fed/State Project Number | FD04 057 NEW ROUTE | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0805 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 868,000.00 | 868,000.00 | |||
| 0810 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 260,500.00 | 0.00 | |||
| SUBTOT | $1,480,578.94 |
$15,308,658.15 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0625-1-0I |
PVC CONDUIT | LF |
136.00 | 0017 | $7.160660 | $925.16 | ||||||
0715-1-0I |
PVC CONDUIT | LF |
103.00 | 0017 | $3.691460 | $361.21 | ||||||
0755-1-0I |
PVC CONDUIT | LF |
1,316.00 | 0017 | $7.106220 | $8,884.20 | ||||||
0795-1-0I |
PVC CONDUIT | LF |
2,157.00 | 0017 | $2.397900 | $4,913.67 | ||||||
0800-1-0I |
PVC CONDUIT | LF |
1,792.00 | 0017 | $3.808540 | $6,483.65 | ||||||
8009-3-0I |
UTILITY INCIDENTAL | LF |
126.57 | 0027 | $383.250000 | $48,509.49 | ||||||
8009-2-0I |
UTILITY INCIDENTAL | LF |
126.57 | 0027 | $383.250000 | $48,509.49 | ||||||
8009-1-0I |
UTILITY INCIDENTAL | LF |
205.32 | 0027 | $383.250000 | $78,690.42 | ||||||
8010-1-0I |
UTILITY INCIDENTAL | LF |
228.43 | 0027 | $147.000000 | $33,580.53 | ||||||
8016-1-0I |
UTILITY INCIDENTAL | EACH |
2.79 | 0027 | $26775.000000 | $74,755.80 | ||||||
8020-1-0I |
UTILITY INCIDENTAL | EACH |
0.92 | 0027 | $66069.470000 | $61,312.47 | ||||||
8021-1-0I |
UTILITY INCIDENTAL | EACH |
0.97 | 0027 | $24069.470000 | $23,515.87 | ||||||
8026-1-0I |
UTILITY INCIDENTAL | EACH |
0.79 | 0027 | $16275.000000 | $12,873.52 | ||||||
0755-1-0A |
PVC CONDUIT | LF |
332.50 | 0023 | $7.106220 | $-2,244.68 | ||||||
0795-1-0A |
PVC CONDUIT | LF |
437.00 | 0023 | $2.397900 | $-995.49 | ||||||
0800-1-0A |
PVC CONDUIT | LF |
874.00 | 0023 | $3.808540 | $-3,162.23 | ||||||
0795-1-0A |
PVC CONDUIT | LF |
128.25 | 0027 | $2.397900 | $-292.15 | ||||||
0800-1-0A |
PVC CONDUIT | LF |
38.00 | 0027 | $3.808540 | $-137.49 | ||||||
0795-1-0A |
PVC CONDUIT | LF |
589.00 | 0028 | $2.397900 | $-1,341.75 | ||||||
0800-1-0A |
PVC CONDUIT | LF |
555.75 | 0028 | $3.808540 | $-2,010.76 | ||||||
8021-1-0A |
UTILITY INCIDENTAL | EACH |
0.97 | 0030 | $24069.470000 | $-23,515.87 | ||||||
8020-1-0A |
UTILITY INCIDENTAL | EACH |
0.92 | 0031 | $66069.470000 | $-61,312.47 | ||||||
0755-1-0A |
PVC CONDUIT | LF |
342.00 | 0032 | $7.106220 | $-2,308.81 | ||||||
0755-1-0A |
PVC CONDUIT | LF |
180.50 | 0033 | $7.106220 | $-1,218.54 | ||||||
0795-1-0A |
PVC CONDUIT | LF |
104.50 | 0033 | $2.397900 | $-238.05 | ||||||
0800-1-0A |
PVC CONDUIT | LF |
19.00 | 0033 | $3.808540 | $-68.74 | ||||||
0755-1-0A |
PVC CONDUIT | LF |
461.00 | 0034 | $7.106220 | $-3,112.17 | ||||||
0795-1-0A |
PVC CONDUIT | LF |
460.75 | 0035 | $2.397900 | -1,049.59 | $-1,049.59 | |||||
0800-1-0A |
PVC CONDUIT | LF |
305.25 | 0035 | $3.808540 | -1,104.43 | $-1,104.43 | |||||
| SUBTOT | $299,202.26 |
|||||||||||