|
Report_Id: 211001 Est NO 0054 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211001 | Estimate Number | 0054 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04340) Smith, Jared D | ||||||
| Contractor | UNITED STATES FIRE INSURANCE COMPANY | ADDR SN 0 VC Code KS0017392 | |||||
| 305 MADISON AVENUE | |||||||
| MORRISTOWN , NJ , 07960 | |||||||
| Pay Period | 08/10/2024 TO 08/23/2024 | ||||||
| Date Approved | 09/02/2024 | ||||||
| Primary Proj Number | DE04300622101 | ||||||
| Project No. | STP 5038 (103) | ||||||
| Primary County | GRAYSON | ||||||
| Name of Road | US-62 | ||||||
| Description | IMPROVE US 62 FROM LEITCHFIELD BYPASS (KY3155) TO JUST EAST OF BEEHIVE CURVE | ||||||
| Date Let | 01/29/2021 | Formal Acceptance | |||||
| Date Awarded | 02/08/2021 | Date Work Began | 05/17/2021 | ||||
| Date Contract Executed | 04/21/2021 | Open To Traffic | |||||
| Date NTP Issued | 04/21/2021 | Actual Completion Date | 05/22/2024 | ||||
| Current Contract Amount | $6,490,772.54 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,278,002.94 |
Total Earnings | $6,316,900.66 |
$6,311,912.92 |
$4,987.74 |
|
| Percent Complete | 97.70 |
Stockpiled Materials | $24,750.81 |
$24,750.81 |
$0.00 |
|
| Funds Available | $149,121.07 |
Gross Earnings | $6,341,651.47 |
$6,336,663.73 |
$4,987.74 |
|
| Total Change Orders | $212,769.60 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,341,651.47 |
$6,336,663.73 |
$4,987.74 |
|||
| Contract Id | 211001 | Change Order Summary |
County | GRAYSON | ||||||
| Estimate Nbr | 0054 | Project Number | STP 5038 (103) | |||||||
| Contractor | UNITED STATES FIRE INSURANCE COMPANY | Period | 08/10/2024 TO 08/23/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Subgrade Underdrains Sta. 139+50 to 149+50 | Approved | 10/18/2021 | $18,165.00 | 5.0 | |||||
| 002 | Utilities and Storm Sewer Pipe | Approved | 01/14/2022 | $194,604.60 | 7.0 | |||||
| 003 | Asph. Material for Tack | Approved | 08/09/2024 | $0.00 | 0.0 | |||||
| 004 | Lot Pay Adjustment OVERRIDE | Approved | 05/07/2024 | $0.00 | 0.0 | |||||
| 005 | Liquidated Damage OVERRIDE | Approved | 05/29/2024 | $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 | 211001 | COMMONWEALTH OF KENTUCKY |
County | GRAYSON | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE04300622101 | ||||||
| Estimate Nbr | 0054 | Period | 08/10/2024 TO 08/23/2024 | |||||||
| Contractor | UNITED STATES FIRE INSURANCE COMPANY | |||||||||
| Project | DE04300622101 | Fed/State Project Number | STP 5038 (103) | 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 | DE04300622101 | Fed/State Project Number | STP 5038 (103) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 8,804.00 | 8,804.000 | 10,454.540 | 10,454.540 | 26.05 | 272,340.76 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 602.00 | 602.000 | 24.920 | 24.920 | 29.09 | 724.92 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 540.00 | 540.000 | 987.010 | 987.010 | 69.00 | 68,103.69 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 17,279.00 | 17,279.000 | 17,421.250 | 17,421.250 | 51.94 | 904,859.72 | |||
| 0025 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 2,830.00 | 2,830.000 | 3,229.770 | 3,229.770 | 70.90 | 228,990.69 | |||
| 0030 | JPC PAVEMENT-8 IN | 02084 | SQYD | 274.20 | 274.200 | 48.530 | 210.670 | 259.200 | 67.07 | 3,254.90 | 17,384.54 | |
| 0035 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,590.50 | 1,590.500 | 1,602.210 | 1,602.210 | 67.07 | 107,460.22 | |||
| 0040 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,107.90 | 1,107.90 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 15.00 | 15.000 | 527.980 | 527.980 | 80.92 | 42,724.14 | |||
| 0050 | JOINT ADHESIVE | 20071EC | LF | 15,000.00 | 15,000.000 | 5,259.000 | 5,259.000 | 0.52 | 2,734.68 | |||
| 0055 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 27.00 | 0.000 | 16.270 | 16.270 | 550.00 | 8,948.50 | |||
| 8011 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 32.400 | 0.000 | 0.000 | 458.33 | 0.00 | |||
| Project | DE04300622101 | Fed/State Project Number | STP 5038 (103) | Category | 0002 ROADWAY | |||||||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,000.00 | 3,000.000 | 1,209.300 | 1,209.300 | 26.50 | 32,046.45 | |||
| 0065 | PERFORATED PIPE-4 IN | 01000 | LF | 11,875.00 | 11,875.000 | 11,707.000 | 11,707.000 | 8.85 | 103,606.95 | |||
| 0070 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 280.00 | 280.000 | 0.000 | 0.000 | 19.57 | 0.00 | |||
| 0075 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0080 | RECONSTRUCT MANHOLE | 01789 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0085 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0090 | STANDARD CURB AND GUTTER | 01810 | LF | 13,254.10 | 13,254.100 | 14,104.000 | 14,104.000 | 22.05 | 310,993.20 | |||
| 0095 | REMOVE CURB | 01904 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 22.79 | 0.00 | |||
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 25.00 | 25.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 0105 | REMOVE PAVEMENT | 02091 | SQYD | 3,239.00 | 3,239.000 | 3,027.560 | 3,027.560 | 18.82 | 56,978.67 | |||
| 0110 | TEMP DITCH | 02159 | LF | 4,077.00 | 4,077.000 | 500.000 | 500.000 | 0.01 | 5.00 | |||
| 0115 | CLEAN TEMP DITCH | 02160 | LF | 2,038.00 | 2,038.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0120 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 144.00 | 144.000 | 144.000 | 144.000 | 20.00 | 2,880.00 | |||
| 0125 | EMBANKMENT IN PLACE | 02230 | CUYD | 54,207.00 | 54,207.000 | 54,207.000 | 54,207.000 | 9.94 | 538,817.58 | |||
| 0130 | WATER | 02242 | MGAL | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0135 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 62.50 | 62.500 | 62.500 | 62.500 | 42.32 | 2,645.00 | |||
| 0140 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 60.72 | 242.88 | |||
| 0145 | REMOVE GUARDRAIL | 02381 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 8.47 | 0.00 | |||
| 0150 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 106.77 | 3,416.64 | |||
| 0155 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 106.77 | 213.54 | |||
| 0160 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 73.62 | 0.00 | |||
| 0165 | CHANNEL LINING CLASS II | 02483 | TON | 2,530.00 | 2,530.000 | 47.540 | 2,498.240 | 2,545.780 | 36.45 | 1,732.83 | 92,793.68 | |
| 0170 | CHANNEL LINING CLASS III | 02484 | TON | 78.00 | 78.000 | 49.200 | 49.200 | 42.55 | 2,093.46 | |||
| 0175 | CLEARING AND GRUBBING 25 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 258,141.58 | 258,141.58 | |||
| 0180 | CONCRETE-CLASS B | 02555 | CUYD | 115.00 | 115.000 | 115.000 | 115.000 | 604.05 | 69,465.75 | |||
| 0185 | TEMPORARY SIGNS | 02562 | SQFT | 670.00 | 670.000 | 190.000 | 190.000 | 6.74 | 1,280.60 | |||
| 0190 | EDGE KEY | 02585 | LF | 144.00 | 144.000 | 144.000 | 144.000 | 10.11 | 1,455.84 | |||
| 0195 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 5,000.00 | 5,000.000 | 1,920.990 | 1,920.990 | 2.00 | 3,841.98 | |||
| 0200 | HANDRAIL-TYPE A-2 | 02612 | LF | 223.00 | 223.000 | 223.000 | 223.000 | 62.47 | 13,930.81 | |||
| 0205 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0210 | DIVERSIONS (BY-PASS DETOURS) DIVERSION NO. 1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,500.00 | 13,500.00 | |||
| 0215 | DIVERSIONS (BY-PASS DETOURS) DIVERSION NO. 2 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,500.00 | 0.00 | |||
| 0220 | DIVERSIONS (BY-PASS DETOURS) DIVERSION NO. 3 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,500.00 | 0.00 | |||
| 0225 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0230 | SAFELOADING | 02690 | CUYD | 5.00 | 5.000 | 5.000 | 5.000 | 250.00 | 1,250.00 | |||
| 0235 | TEMP SILT FENCE | 02701 | LF | 4,077.00 | 4,077.000 | 3,473.000 | 3,473.000 | 3.20 | 11,113.60 | |||
| 0240 | SILT TRAP TYPE A | 02703 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0245 | SILT TRAP TYPE B | 02704 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 0.01 | 0.25 | |||
| 0250 | SILT TRAP TYPE C | 02705 | EACH | 25.00 | 25.000 | 1.000 | 1.000 | 0.01 | 0.01 | |||
| 0255 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0260 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0265 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0270 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 3,794.80 | 3,794.800 | 3,157.130 | 3,157.130 | 44.45 | 140,334.42 | |||
| 0275 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,064.50 | 19,064.50 | |||
| 0280 | REMOVE STRUCTURE 27' - 3' X 3' RCBC | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,876.89 | 9,876.89 | |||
| 0285 | REMOVE STRUCTURE 32' - 4' X 2' RCBC | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,800.99 | 11,800.99 | |||
| 0290 | REMOVE STRUCTURE 60' - 3' X 3' RCBC | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,800.99 | 11,800.99 | |||
| 0295 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0300 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,960.00 | 3,960.000 | 2,655.770 | 2,655.770 | 2.20 | 5,842.69 | |||
| 0305 | TEMP MULCH | 05952 | SQYD | 81,000.00 | 81,000.000 | 66,966.660 | 66,966.660 | 0.20 | 13,393.33 | |||
| 0310 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 60,500.00 | 60,500.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0315 | INITIAL FERTILIZER | 05963 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 769.22 | 0.00 | |||
| 0320 | MAINTENANCE FERTILIZER | 05964 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 769.22 | 0.00 | |||
| 0325 | SEEDING AND PROTECTION | 05985 | SQYD | 61,058.00 | 61,058.000 | 44,389.220 | 44,389.220 | 0.50 | 22,194.61 | |||
| 0330 | SODDING | 05990 | SQYD | 8,746.00 | 8,746.000 | 9,397.990 | 9,397.990 | 8.53 | 80,164.85 | |||
| 0335 | AGRICULTURAL LIMESTONE | 05992 | TON | 48.00 | 48.000 | 0.000 | 0.000 | 323.53 | 0.00 | |||
| 0340 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 53,650.00 | 53,650.000 | 58,350.000 | 58,350.000 | 0.24 | 14,004.00 | |||
| 0345 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 25,583.00 | 25,583.000 | 19,988.000 | 19,988.000 | 0.25 | 4,997.00 | |||
| 0350 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.58 | 0.00 | |||
| 0355 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.58 | 0.00 | |||
| 0360 | PAVE MARKING-R/R XBUCKS 16 IN | 06563 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 20.65 | 867.30 | |||
| 0365 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 908.00 | 908.000 | 376.000 | 376.000 | 4.13 | 1,552.88 | |||
| 0370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 332.00 | 332.000 | 212.000 | 212.000 | 14.46 | 3,065.52 | |||
| 0375 | PAVE MARKING-THERMO CROSS-HATCH 24 INCH THERMO YELLOW HATCH | 06569 | SQFT | 80.00 | 80.000 | 131.000 | 131.000 | 20.65 | 2,705.15 | |||
| 0380 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 44.00 | 44.000 | 39.000 | 39.000 | 129.07 | 5,033.73 | |||
| 0385 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 410.00 | 410.000 | 0.000 | 0.000 | 12.91 | 0.00 | |||
| 0390 | PAVE MARKING-PAINT WORDS PAVE THERMO RR MARKING LETTER | 06601NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 258.14 | 516.28 | |||
| 0395 | FUEL ADJUSTMENT | 10020NS | DOLL | 23,194.00 | 23,194.000 | 51,231.350 | 51,231.350 | 1.00 | 51,231.35 | |||
| 0400 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 35,917.00 | 35,917.000 | 170,046.630 | 170,046.630 | 1.00 | 170,046.63 | |||
| 0405 | SAWCUT PAVEMENT | 20550ND | LF | 920.00 | 920.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0410 | LONGITUDINAL EDGE KEY | 21289ED | LF | 10,996.00 | 10,996.000 | 10,996.000 | 10,996.000 | 2.82 | 31,008.72 | |||
| 0415 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 7,250.00 | 7,250.000 | 10,256.000 | 10,256.000 | 1.03 | 10,563.68 | |||
| 0420 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 178.00 | 178.000 | 201.000 | 201.000 | 23.80 | 4,783.80 | |||
| 0425 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 705.00 | 705.000 | 0.000 | 0.000 | 4.89 | 0.00 | |||
| 0430 | INLAID PAVEMENT MARKER | 24489EC | EACH | 445.00 | 445.000 | 319.000 | 319.000 | 22.72 | 7,247.68 | |||
| 0435 | RAILROAD COORDINATION | 24665EX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,500.00 | 0.00 | |||
| 0440 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 108.00 | 108.000 | 0.000 | 0.000 | 7.23 | 0.00 | |||
| 0445 | PIPELINE INSPECTION | 24814EC | LF | 3,078.00 | 3,078.000 | 3,078.000 | 3,078.000 | 3.10 | 9,541.80 | |||
| 8000 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 900.000 | 4,307.000 | 4,307.000 | 3.85 | 16,581.95 | |||
| 8001 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 0.00 | 14.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 8015 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 508.980 | 508.980 | 1.00 | 508.98 | |||
| 8020 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -22,750.000 | -22,750.000 | 1.00 | -22,750.00 | |||
| Project | DE04300622101 | Fed/State Project Number | STP 5038 (103) | Category | 0003 DRAINAGE | |||||||
| 0450 | ENTRANCE PIPE-15 IN | 00440 | LF | 126.00 | 126.000 | 134.000 | 134.000 | 49.69 | 6,658.46 | |||
| 0455 | ENTRANCE PIPE-18 IN | 00441 | LF | 49.00 | 49.000 | 49.000 | 49.000 | 62.71 | 3,072.79 | |||
| 0460 | CULVERT PIPE-18 IN | 00462 | LF | 58.00 | 58.000 | 112.000 | 112.000 | 78.98 | 8,845.76 | |||
| 0465 | CULVERT PIPE-24 IN | 00464 | LF | 97.00 | 97.000 | 97.000 | 97.000 | 89.28 | 8,660.16 | |||
| 0470 | CULVERT PIPE-42 IN | 00469 | LF | 65.00 | 65.000 | 65.000 | 65.000 | 144.04 | 9,362.60 | |||
| 0475 | STORM SEWER PIPE-15 IN | 00521 | LF | 4,767.00 | 4,767.000 | 4,837.000 | 4,837.000 | 55.16 | 266,808.92 | |||
| 0480 | STORM SEWER PIPE-18 IN | 00522 | LF | 781.00 | 2,060.000 | 2,102.000 | 2,102.000 | 57.88 | 121,663.76 | |||
| 0485 | STORM SEWER PIPE-24 IN | 00524 | LF | 126.00 | 646.000 | 734.000 | 734.000 | 62.31 | 45,735.54 | |||
| 0490 | STORM SEWER PIPE-30 IN | 00526 | LF | 98.00 | 98.000 | 46.000 | 46.000 | 67.73 | 3,115.58 | |||
| 0495 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 15.00 | 15.000 | 15.000 | 15.000 | 136.18 | 2,042.70 | |||
| 0500 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 819.30 | 819.30 | |||
| 0505 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 934.95 | 934.95 | |||
| 0510 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,060.92 | 1,060.92 | |||
| 0515 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,954.33 | 3,908.66 | |||
| 0520 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,335.82 | 9,350.74 | |||
| 0525 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,335.82 | 2,671.64 | |||
| 0530 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,140.20 | 2,140.20 | |||
| 0535 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,251.94 | 2,251.94 | |||
| 0540 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,104.85 | 12,419.40 | |||
| 0545 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,133.28 | 8,266.56 | |||
| 0550 | CURB BOX INLET TYPE A | 01456 | EACH | 55.00 | 55.000 | 55.000 | 55.000 | 2,775.46 | 152,650.30 | |||
| 0555 | DROP BOX INLET TYPE 1 | 01490 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,997.94 | 11,987.64 | |||
| 0560 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,544.71 | 3,544.71 | |||
| 0565 | DROP BOX INLET TYPE 15 | 01580 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,578.72 | 12,629.76 | |||
| 0570 | DROP BOX INLET TYPE 16S | 01587 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,715.08 | 3,715.08 | |||
| 0575 | MANHOLE TYPE A | 01756 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,728.47 | 10,913.88 | |||
| 0580 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,108.00 | 4,108.00 | |||
| 0585 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 13,226.00 | 13,226.000 | 13,882.130 | 13,882.130 | 2.00 | 27,764.26 | |||
| Project | DE04300622101 | Fed/State Project Number | STP 5038 (103) | Category | 0004 UTILITY-GAS LINE- LEITCHFIELD UTILITIES | |||||||
| 0590 | G ENCASEMENT STEEL BORED RANGE 2 | 16003 | LF | 800.00 | 800.000 | 780.000 | 780.000 | 192.41 | 150,079.80 | |||
| 0595 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | LF | 380.00 | 380.000 | 1,018.000 | 1,018.000 | 38.73 | 39,427.14 | |||
| 0600 | G PIPE POLYETHYLENE/PLASTIC 04 INCH | 16017 | LF | 6,420.00 | 6,420.000 | 6,572.000 | 6,572.000 | 42.82 | 281,413.04 | |||
| 0605 | G PIPE POLYETHYLENE/PLASTIC 06 INCH | 16018 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 100.24 | 12,028.80 | |||
| 0610 | G SERVICE SPECIAL | 16040 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 22,716.46 | 0.00 | |||
| 0615 | G TIE-IN POLYETHYLENE/PLASTIC 02 INCH | 16041 | EACH | 3.00 | 4.000 | 5.000 | 5.000 | 1,703.73 | 8,518.65 | |||
| 0620 | G TIE-IN POLYETHYLENE/PLASTIC 04 INCH | 16043 | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 2,129.67 | 14,907.69 | |||
| 0625 | G TIE-IN POLYETHYLENE/PLASTIC 06 INCH | 16044 | EACH | 2.00 | 4.000 | 2.000 | 2.000 | 2,584.52 | 5,169.04 | |||
| 0630 | G VALVE POLYETHYLENE/PLASTIC 02 INCH (REVISED: 1-26-21) | 16049 | EACH | 11.00 | 11.000 | 3.000 | 3.000 | 1,010.88 | 3,032.64 | |||
| 0635 | G VALVE POLYETHYLENE/PLASTIC 04 INCH (REVISED: 1-26-21) | 16051 | EACH | 16.00 | 16.000 | 7.000 | 7.000 | 1,124.47 | 7,871.29 | |||
| 0640 | G VALVE POLYETHYLENE/PLASTIC 06 INCH (REVISED: 1-26-21) | 16052 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,249.41 | 6,247.05 | |||
| 0645 | G LINE MARKER | 16065 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 39.75 | 0.00 | |||
| 0650 | G SPECIAL ITEM | 16076 | EACH | 18.00 | 18.000 | 20.000 | 20.000 | 283.96 | 5,679.20 | |||
| 0655 | ASPHALT PAVING REPLACEMENT | 21233ED | LF | 15.00 | 15.000 | 0.000 | 0.000 | 108.42 | 0.00 | |||
| 0660 | GRAVEL REPLACEMENT DRIVEWAYS | 24441EC | LF | 440.00 | 440.000 | 440.000 | 440.000 | 39.75 | 17,490.00 | |||
| 8002 | G SERVICE LONG SIDE 2 INCH | 16033 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,612.00 | 0.00 | |||
| 8003 | G DIRECTIONAL BORE | 16000 | LF | 0.00 | 110.000 | 110.000 | 110.000 | 104.00 | 11,440.00 | |||
| 8004 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH | 16031 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,365.00 | 4,730.00 | |||
| 8005 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH | 16036 | EACH | 0.00 | 8.000 | 11.000 | 11.000 | 1,375.00 | 15,125.00 | |||
| Project | DE04300622101 | Fed/State Project Number | STP 5038 (103) | Category | 0005 WATERLINE-LEITCHFIELD UTILITIES | |||||||
| 0665 | W CAP EXISTING MAIN | 14003 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,065.14 | 4,130.28 | |||
| 0670 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 264.00 | 264.000 | 185.000 | 185.000 | 283.96 | 52,532.60 | |||
| 0675 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,679.12 | 11,358.24 | |||
| 0680 | W FLUSHING ASSEMBLY LEITCHFIELD UTILITIES | 14023 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,749.81 | 4,749.81 | |||
| 0685 | W METER 3/4 INCH | 14028 | EACH | 2.00 | 0.000 | 1.000 | 1.000 | 1,548.85 | 1,548.85 | |||
| 0690 | W PIPE PVC 02 INCH | 14056 | LF | 250.00 | 680.000 | 20.000 | 20.000 | 30.98 | 619.60 | |||
| 0695 | W PIPE PVC 06 INCH | 14059 | LF | 1,100.00 | 1,100.000 | 1,304.000 | 1,304.000 | 46.47 | 60,596.88 | |||
| 0700 | W PIPE PVC 10 INCH | 14061 | LF | 250.00 | 250.000 | 282.000 | 282.000 | 53.69 | 15,140.58 | |||
| 0705 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 1,342.34 | 0.00 | |||
| 0710 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,369.34 | 5,369.34 | |||
| 0715 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 8,776.81 | 0.00 | |||
| 0720 | W VALVE 02 INCH | 14102 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,342.34 | 1,342.34 | |||
| 0725 | W VALVE 06 INCH | 14105 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,581.42 | 7,744.26 | |||
| 0730 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,065.14 | 0.00 | |||
| 0735 | ASPHALT PAVING REPLACEMENT | 21233ED | LF | 255.00 | 255.000 | 0.000 | 0.000 | 103.26 | 0.00 | |||
| 8008 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 10,376.81 | 0.00 | |||
| 8009 | W SERV PE/PLST SHORT SIDE 2 IN | 14084 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 2,362.41 | 0.00 | |||
| 8010 | W METER 1 INCH | 14025 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| Project | DE04300622101 | Fed/State Project Number | STP 5038 (103) | Category | 0006 WATERLINE-GRAYSON COUNTY WATER DISTRICT | |||||||
| 0740 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 216.84 | 17,347.20 | |||
| 0745 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 263.30 | 26,330.00 | |||
| 0750 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 145.00 | 145.000 | 145.000 | 145.000 | 361.40 | 52,403.00 | |||
| 0755 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 309.77 | 24,781.60 | |||
| 0760 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 4,440.04 | 8,880.08 | |||
| 0765 | W PIPE PVC 04 INCH | 14058 | LF | 785.00 | 785.000 | 740.000 | 740.000 | 29.94 | 22,155.60 | |||
| 0770 | W PIPE PVC 06 INCH | 14059 | LF | 1,050.00 | 1,050.000 | 1,077.000 | 1,077.000 | 41.30 | 44,480.10 | |||
| 0775 | W PIPE PVC 08 INCH | 14060 | LF | 30.00 | 30.000 | 10.000 | 10.000 | 49.56 | 495.60 | |||
| 0780 | W PIPE PVC 12 INCH | 14062 | LF | 3,340.00 | 3,340.000 | 3,180.000 | 3,180.000 | 66.08 | 210,134.40 | |||
| 0785 | W PIPE POLYETHYLENE/PLASTIC 04 INCH | 14068 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 40.27 | 0.00 | |||
| 0790 | W PIPE POLYETHYLENE/PLASTIC 06 INCH | 14069 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 45.43 | 0.00 | |||
| 0795 | W PIPE POLYETHYLENE/PLASTIC 12 INCH | 14072 | LF | 660.00 | 660.000 | 720.000 | 720.000 | 67.12 | 48,326.40 | |||
| 0800 | W PLUG EXISTING MAIN | 14074 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,858.62 | 0.00 | |||
| 0805 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 2,374.90 | 21,374.10 | |||
| 0810 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 13.00 | 13.000 | 10.000 | 10.000 | 1,239.08 | 12,390.80 | |||
| 0815 | W ENCASEMENT SPECIAL | 14126 | LF | 580.00 | 580.000 | 505.000 | 505.000 | 82.61 | 41,718.05 | |||
| 0820 | W LINE MARKER | 14144 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 92.93 | 0.00 | |||
| 0825 | W ENCASEMENT STEEL OPEN CUT RANGE 5 INST | 14508 | LF | 375.00 | 375.000 | 375.000 | 375.000 | 206.51 | 77,441.25 | |||
| 0830 | W FLUSH HYDRANT ASSEMBLY INST | 14511 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 47.50 | 237.50 | |||
| 0835 | W TAPPING SLEEVE AND VALVE SIZE 1 INST | 14573 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 42.34 | 42.34 | |||
| 0840 | W TIE-IN 04 INCH INST | 14577 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,478.16 | 7,434.48 | |||
| 0845 | W TIE-IN 06 INCH INST | 14578 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,271.65 | 6,814.95 | |||
| 0850 | W VALVE 04 INCH INST | 14588 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,548.85 | 1,548.85 | |||
| 0855 | W VALVE 06 INCH INST | 14589 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,581.42 | 2,581.42 | |||
| 0860 | W VALVE 08 INCH INST | 14590 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,891.19 | 0.00 | |||
| 0865 | W VALVE 12 INCH INST | 14592 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 4,440.04 | 26,640.24 | |||
| 8006 | W METER 3/4 INCH | 14028 | EACH | 0.00 | 21.000 | 18.000 | 18.000 | 1,325.62 | 23,861.16 | |||
| 8007 | W METER WITH PRV 3/4 INCH | 14130 | EACH | 0.00 | 3.000 | 4.000 | 4.000 | 1,672.75 | 6,691.00 | |||
| Project | DE04300622101 | Fed/State Project Number | STP 5038 (103) | Category | 0007 SEWER-CITY OF CLARKSON | |||||||
| 0870 | S ENCASEMENT STEEL BORED RANGE 2 | 15015 | LF | 125.00 | 125.000 | 125.000 | 125.000 | 170.37 | 21,296.25 | |||
| 0875 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 215.00 | 215.000 | 155.000 | 155.000 | 464.65 | 72,020.75 | |||
| 0880 | S FORCE MAIN PVC 04 INCH | 15059 | LF | 225.00 | 225.000 | 745.000 | 745.000 | 36.14 | 26,924.30 | |||
| 0885 | S FORCE MAIN TAP SLEEVE/VALVE RNG 1 | 15069 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,097.70 | 0.00 | |||
| 0890 | S FORCE MAIN TIE-IN 04 INCH | 15073 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 5,162.83 | 15,488.49 | |||
| 0895 | S LATERAL SHORT SIDE 04 INCH | 15089 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,032.57 | 1,032.57 | |||
| 0900 | S MANHOLE | 15092 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,711.68 | 20,135.04 | |||
| 0905 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,613.98 | 3,613.98 | |||
| 0910 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,548.85 | 0.00 | |||
| 0915 | S MANHOLE SPECIAL | 15098 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,162.83 | 5,162.83 | |||
| 0920 | S MANHOLE TAP EXISTING | 15099 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,162.83 | 5,162.83 | |||
| 0925 | S PIPE PVC 08 INCH | 15112 | LF | 410.00 | 410.000 | 242.500 | 242.500 | 61.95 | 15,022.87 | |||
| 0930 | ASPHALT PAVING REPLACEMENT | 21233ED | LF | 20.00 | 20.000 | 0.000 | 0.000 | 103.26 | 0.00 | |||
| Project | DE04300622101 | Fed/State Project Number | STP 5038 (103) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0935 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 48,461.11 | 48,461.11 | |||
| 0940 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 91,200.00 | 22,800.00 | |||
| SUBTOT | $4,987.74 |
$6,316,900.48 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0665-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0004 | $375.800000 | $357.01 | ||||||
0670-1-0I |
UTILITY INCIDENTAL | LF |
80.00 | 0004 | $82.840000 | $6,295.71 | ||||||
0680-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0004 | $575.080000 | $546.33 | ||||||
0690-1-0I |
UTILITY INCIDENTAL | LF |
250.00 | 0004 | $2.160000 | $514.07 | ||||||
0695-1-0I |
UTILITY INCIDENTAL | LF |
700.00 | 0004 | $6.770000 | $4,499.39 | ||||||
0705-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0004 | $21.730000 | $41.29 | ||||||
0710-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0004 | $981.190000 | $932.13 | ||||||
0715-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0004 | $2175.000000 | $2,066.73 | ||||||
0740-1-0I |
UTILITY INCIDENTAL | LF |
80.00 | 0004 | $24.850000 | $1,888.53 | ||||||
0745-1-0I |
UTILITY INCIDENTAL | LF |
100.00 | 0004 | $43.400000 | $4,122.66 | ||||||
0750-1-0I |
UTILITY INCIDENTAL | LF |
145.00 | 0004 | $9.470000 | $1,304.07 | ||||||
0760-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0004 | $732.420000 | $695.80 | ||||||
0765-1-0I |
UTILITY INCIDENTAL | LF |
785.00 | 0004 | $3.020000 | $2,248.77 | ||||||
0770-1-0I |
UTILITY INCIDENTAL | LF |
1,050.00 | 0004 | $6.430000 | $6,417.00 | ||||||
0775-1-0I |
UTILITY INCIDENTAL | LF |
30.00 | 0004 | $9.540000 | $271.89 | ||||||
0780-1-0I |
UTILITY INCIDENTAL | LF |
3,340.00 | 0004 | $21.680000 | $68,800.85 | ||||||
0785-1-0I |
UTILITY INCIDENTAL | LF |
100.00 | 0004 | $8.230000 | $781.65 | ||||||
0790-1-0I |
UTILITY INCIDENTAL | LF |
120.00 | 0004 | $7.280000 | $829.50 | ||||||
0795-1-0I |
UTILITY INCIDENTAL | LF |
660.00 | 0004 | $26.440000 | $16,578.04 | ||||||
0800-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0004 | $92.260000 | $87.65 | ||||||
0805-1-0I |
UTILITY INCIDENTAL | EACH |
8.00 | 0004 | $54.330000 | $412.87 | ||||||
0810-1-0I |
UTILITY INCIDENTAL | EACH |
13.00 | 0004 | $33.430000 | $412.87 | ||||||
0815-1-0I |
UTILITY INCIDENTAL | LF |
580.00 | 0004 | $1.700000 | $934.50 | ||||||
0820-1-0I |
UTILITY INCIDENTAL | EACH |
15.00 | 0004 | $31.800000 | $453.15 | ||||||
0825-1-0I |
NO MATL | LF |
375.00 | 0004 | $9.190000 | $3,272.75 | ||||||
0830-1-0I |
NO MATL | EACH |
7.00 | 0004 | $2321.120000 | $236.91 | ||||||
0835-1-0I |
NO MATL | EACH |
2.00 | 0004 | $1374.160000 | $60.46 | ||||||
0840-1-0I |
NO MATL | EACH |
3.00 | 0004 | $93.510000 | $266.51 | ||||||
0845-1-0I |
NO MATL | EACH |
3.00 | 0004 | $112.660000 | $321.07 | ||||||
0850-1-0I |
NO MATL | EACH |
3.00 | 0004 | $257.810000 | $734.77 | ||||||
0855-1-0I |
NO MATL | EACH |
3.00 | 0004 | $2803.290000 | $5,517.79 | ||||||
0860-1-0I |
NO MATL | EACH |
2.00 | 0004 | $1095.960000 | $2,082.31 | ||||||
0865-1-0I |
NO MATL | EACH |
7.00 | 0004 | $1652.010000 | $10,985.85 | ||||||
0685-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0005 | $2028.360000 | $1,926.94 | ||||||
0710-2-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0005 | $1195.430000 | $1,135.65 | ||||||
0750-2-0I |
UTILITY INCIDENTAL | LF |
1.00 | 0005 | $7666.560000 | $7,283.23 | ||||||
0755-1-0I |
UTILITY INCIDENTAL | LF |
1.00 | 0005 | $4229.820000 | $4,018.33 | ||||||
0760-2-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0005 | $458.610000 | $435.68 | ||||||
0780-2-0I |
UTILITY INCIDENTAL | LF |
1.00 | 0005 | $3523.950000 | $3,347.75 | ||||||
0785-2-0I |
UTILITY INCIDENTAL | LF |
1.00 | 0005 | $358.280000 | $340.37 | ||||||
0790-2-0I |
UTILITY INCIDENTAL | LF |
1.00 | 0005 | $1207.130000 | $1,146.77 | ||||||
0795-2-0I |
UTILITY INCIDENTAL | LF |
1.00 | 0005 | $2503.230000 | $2,378.07 | ||||||
0805-2-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0005 | $328.280000 | $311.87 | ||||||
0810-2-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0005 | $2898.760000 | $2,753.82 | ||||||
0825-2-0I |
NO MATL | LF |
1.00 | 0005 | $19872.300000 | $18,835.94 | ||||||
0830-2-0I |
NO MATL | EACH |
1.00 | 0005 | $1252.600000 | $236.91 | ||||||
0835-2-0I |
NO MATL | EACH |
1.00 | 0005 | $1772.970000 | $60.46 | ||||||
0850-2-0I |
NO MATL | EACH |
1.00 | 0005 | $1375.830000 | $1,307.04 | ||||||
0860-2-0I |
NO MATL | EACH |
1.00 | 0005 | $367.350000 | $348.99 | ||||||
0865-2-0I |
NO MATL | EACH |
1.00 | 0005 | $3786.620000 | $3,597.29 | ||||||
0495-1-0I |
PIPE, CMP 1.63 MM | LF |
15.00 | 0019 | $75.520000 | $1,132.80 | ||||||
0500-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $468.250000 | $468.25 | ||||||
0505-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $580.030000 | $580.03 | ||||||
0510-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $580.030000 | $580.03 | ||||||
0515-2-0I |
MISC PRECAST | EACH |
0.50 | 0019 | $1465.750000 | $732.87 | ||||||
0515-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $1465.750000 | $1,465.75 | ||||||
0520-2-0I |
MISC PRECAST | EACH |
2.50 | 0019 | $811.640000 | $2,029.10 | ||||||
0520-1-0I |
MISC PRECAST | EACH |
4.00 | 0019 | $811.640000 | $3,246.56 | ||||||
0525-1-0I |
MISC PRECAST | EACH |
2.00 | 0019 | $811.640000 | $1,623.28 | ||||||
0535-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $1654.500000 | $1,654.50 | ||||||
0540-2-0I |
MISC PRECAST | EACH |
0.25 | 0019 | $2328.630000 | $582.15 | ||||||
0540-1-0I |
MISC PRECAST | EACH |
3.00 | 0019 | $2328.630000 | $6,985.89 | ||||||
0545-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $3099.960000 | $3,099.96 | ||||||
0550-12-0I |
MISC PRECAST | EACH |
4.75 | 0019 | $2081.590000 | $9,887.55 | ||||||
0550-11-0I |
MISC PRECAST | EACH |
4.00 | 0019 | $2081.590000 | $8,326.36 | ||||||
0550-10-0I |
MISC PRECAST | EACH |
6.00 | 0019 | $2081.590000 | $12,489.54 | ||||||
0550-9-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $2081.590000 | $2,081.59 | ||||||
0550-8-0I |
MISC PRECAST | EACH |
3.00 | 0019 | $2081.590000 | $6,244.77 | ||||||
0550-7-0I |
MISC PRECAST | EACH |
7.00 | 0019 | $2081.590000 | $14,571.13 | ||||||
0550-6-0I |
MISC PRECAST | EACH |
4.00 | 0019 | $2081.590000 | $8,326.36 | ||||||
0550-5-0I |
MISC PRECAST | EACH |
3.00 | 0019 | $2081.590000 | $6,244.77 | ||||||
0550-4-0I |
MISC PRECAST | EACH |
2.00 | 0019 | $2081.590000 | $4,163.18 | ||||||
0550-3-0I |
MISC PRECAST | EACH |
3.00 | 0019 | $2081.590000 | $6,244.77 | ||||||
0550-2-0I |
MISC PRECAST | EACH |
4.00 | 0019 | $2081.590000 | $8,326.36 | ||||||
0550-1-0I |
MISC PRECAST | EACH |
2.00 | 0019 | $2081.590000 | $4,163.18 | ||||||
0555-4-0I |
MISC PRECAST | EACH |
0.50 | 0019 | $1233.570000 | $616.78 | ||||||
0555-3-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $1233.570000 | $1,233.57 | ||||||
0555-2-0I |
MISC PRECAST | EACH |
2.00 | 0019 | $1233.570000 | $2,467.14 | ||||||
0555-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $1233.570000 | $1,233.57 | ||||||
0570-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $1806.560000 | $1,806.56 | ||||||
0575-3-0I |
MISC PRECAST | EACH |
0.75 | 0019 | $1108.710000 | $831.53 | ||||||
0575-2-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $1108.710000 | $1,108.71 | ||||||
0575-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $1108.710000 | $1,108.71 | ||||||
0580-1-0I |
MISC PRECAST | EACH |
1.00 | 0019 | $2556.770000 | $2,556.77 | ||||||
0065-1-0I |
PIPE, HDPE M252 | LF |
10,285.00 | 0020 | $0.624000 | $6,417.84 | ||||||
0475-5-0I |
PIPE, CMP 1.63 MM | LF |
546.00 | 0020 | $15.704000 | $8,574.38 | ||||||
0475-4-0I |
PIPE, CMP 1.63 MM | LF |
1,440.00 | 0020 | $15.704000 | $22,613.76 | ||||||
0475-2-0I |
PIPE, CMP 1.63 MM | LF |
573.00 | 0020 | $15.704000 | $8,998.39 | ||||||
0475-1-0I |
PIPE, CMP 1.63 MM | LF |
1,440.00 | 0020 | $15.704000 | $22,613.76 | ||||||
0565-1-0I |
MISC PRECAST | EACH |
8.00 | 0020 | $911.335000 | $7,290.68 | ||||||
0745-1-0A |
UTILITY INCIDENTAL | LF |
100.00 | 0005 | $43.400000 | $-4,122.66 | ||||||
0765-1-0A |
UTILITY INCIDENTAL | LF |
40.00 | 0005 | $3.020000 | $-114.59 | ||||||
0770-1-0A |
UTILITY INCIDENTAL | LF |
1,037.00 | 0005 | $6.430000 | $-6,337.55 | ||||||
0780-2-0A |
UTILITY INCIDENTAL | LF |
1.00 | 0005 | $3523.950000 | $-3,347.75 | ||||||
0780-1-0A |
UTILITY INCIDENTAL | LF |
1,160.00 | 0005 | $21.680000 | $-23,894.91 | ||||||
0830-2-0A |
NO MATL | EACH |
1.00 | 0005 | $1252.600000 | $-236.91 | ||||||
0830-1-0A |
NO MATL | EACH |
1.00 | 0005 | $2321.120000 | $-33.84 | ||||||
0840-1-0A |
NO MATL | EACH |
1.00 | 0005 | $93.510000 | $-88.84 | ||||||
0845-1-0A |
NO MATL | EACH |
2.00 | 0005 | $112.660000 | $-214.05 | ||||||
0770-1-0A |
UTILITY INCIDENTAL | LF |
13.00 | 0006 | $6.430000 | $-79.45 | ||||||
0780-1-0A |
UTILITY INCIDENTAL | LF |
1,160.00 | 0006 | $21.680000 | $-23,894.91 | ||||||
0665-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $375.800000 | $-357.01 | ||||||
0685-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $2028.360000 | $-1,926.94 | ||||||
0750-2-0A |
UTILITY INCIDENTAL | LF |
1.00 | 0007 | $7666.560000 | $-7,283.23 | ||||||
0750-1-0A |
UTILITY INCIDENTAL | LF |
145.00 | 0007 | $9.470000 | $-1,304.07 | ||||||
0760-2-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $458.610000 | $-435.68 | ||||||
0760-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $732.420000 | $-695.80 | ||||||
0765-1-0A |
UTILITY INCIDENTAL | LF |
500.00 | 0007 | $3.020000 | $-1,432.34 | ||||||
0780-1-0A |
UTILITY INCIDENTAL | LF |
120.00 | 0007 | $21.680000 | $-2,471.89 | ||||||
0795-2-0A |
UTILITY INCIDENTAL | LF |
1.00 | 0007 | $2503.230000 | $-2,378.07 | ||||||
0795-1-0A |
UTILITY INCIDENTAL | LF |
320.00 | 0007 | $26.440000 | $-8,037.84 | ||||||
0825-2-0A |
NO MATL | LF |
1.00 | 0007 | $19872.300000 | $-18,835.94 | ||||||
0825-1-0A |
NO MATL | LF |
115.00 | 0007 | $9.190000 | $-1,003.64 | ||||||
0830-1-0A |
NO MATL | EACH |
1.00 | 0007 | $2321.120000 | $-33.84 | ||||||
0865-2-0A |
NO MATL | EACH |
1.00 | 0007 | $3786.620000 | $-3,597.29 | ||||||
0865-1-0A |
NO MATL | EACH |
3.00 | 0007 | $1652.010000 | $-4,708.22 | ||||||
0755-1-0A |
UTILITY INCIDENTAL | LF |
1.00 | 0008 | $4229.820000 | $-4,018.33 | ||||||
0780-1-0A |
UTILITY INCIDENTAL | LF |
280.00 | 0008 | $21.680000 | $-5,767.74 | ||||||
0780-1-0A |
UTILITY INCIDENTAL | LF |
-460.00 | 0009 | $21.680000 | $9,475.57 | ||||||
0795-1-0A |
UTILITY INCIDENTAL | LF |
120.00 | 0009 | $26.440000 | $-3,014.19 | ||||||
0815-1-0A |
UTILITY INCIDENTAL | LF |
300.00 | 0009 | $1.700000 | $-483.36 | ||||||
0830-1-0A |
NO MATL | EACH |
2.00 | 0009 | $2321.120000 | $-67.69 | ||||||
0855-1-0A |
NO MATL | EACH |
1.00 | 0009 | $2803.290000 | $-1,839.26 | ||||||
0865-1-0A |
NO MATL | EACH |
1.00 | 0009 | $1652.010000 | $-1,569.41 | ||||||
0780-1-0A |
UTILITY INCIDENTAL | LF |
460.00 | 0010 | $21.680000 | $-9,475.57 | ||||||
0815-1-0A |
UTILITY INCIDENTAL | LF |
135.00 | 0010 | $1.700000 | $-217.51 | ||||||
0825-1-0A |
NO MATL | LF |
260.00 | 0010 | $9.190000 | $-2,269.11 | ||||||
0780-1-0A |
UTILITY INCIDENTAL | LF |
380.00 | 0011 | $21.680000 | $-7,827.64 | ||||||
0795-1-0A |
UTILITY INCIDENTAL | LF |
220.00 | 0011 | $26.440000 | $-5,526.01 | ||||||
0865-1-0A |
NO MATL | EACH |
1.00 | 0011 | $1652.010000 | $-1,569.41 | ||||||
0740-1-0A |
UTILITY INCIDENTAL | LF |
80.00 | 0012 | $24.850000 | $-1,888.53 | ||||||
0765-1-0A |
UTILITY INCIDENTAL | LF |
200.00 | 0012 | $3.020000 | $-572.94 | ||||||
0775-1-0A |
UTILITY INCIDENTAL | LF |
10.00 | 0012 | $9.540000 | $-90.63 | ||||||
0780-1-0A |
UTILITY INCIDENTAL | LF |
80.00 | 0012 | $21.680000 | $-1,647.92 | ||||||
0830-1-0A |
NO MATL | EACH |
1.00 | 0012 | $2321.120000 | $-33.84 | ||||||
0835-2-0A |
NO MATL | EACH |
1.00 | 0012 | $1772.970000 | $-60.46 | ||||||
0835-1-0A |
NO MATL | EACH |
1.00 | 0012 | $1374.160000 | $-30.23 | ||||||
0850-2-0A |
NO MATL | EACH |
1.00 | 0012 | $1375.830000 | $-1,307.04 | ||||||
0850-1-0A |
NO MATL | EACH |
1.00 | 0012 | $257.810000 | $-244.92 | ||||||
0865-1-0A |
NO MATL | EACH |
1.00 | 0012 | $1652.010000 | $-1,569.41 | ||||||
0805-2-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0013 | $328.280000 | $-311.87 | ||||||
0805-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0013 | $54.330000 | $-103.22 | ||||||
0810-2-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0013 | $2898.760000 | $-2,753.82 | ||||||
0810-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0013 | $33.430000 | $-31.76 | ||||||
0815-1-0A |
UTILITY INCIDENTAL | LF |
70.00 | 0013 | $1.700000 | $-112.78 | ||||||
0805-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0017 | $54.330000 | $-103.22 | ||||||
0810-1-0A |
UTILITY INCIDENTAL | EACH |
5.00 | 0017 | $33.430000 | $-158.80 | ||||||
0840-1-0A |
NO MATL | EACH |
2.00 | 0017 | $93.510000 | $-177.67 | ||||||
0845-1-0A |
NO MATL | EACH |
1.00 | 0017 | $112.660000 | $-107.02 | ||||||
0520-2-0A |
MISC PRECAST | EACH |
1.00 | 0019 | $811.640000 | $-811.64 | ||||||
0520-1-0A |
MISC PRECAST | EACH |
1.00 | 0019 | $811.640000 | $-811.64 | ||||||
0555-4-0A |
MISC PRECAST | EACH |
0.50 | 0019 | $1233.570000 | $-616.78 | ||||||
0555-3-0A |
MISC PRECAST | EACH |
1.00 | 0019 | $1233.570000 | $-1,233.57 | ||||||
0555-2-0A |
MISC PRECAST | EACH |
1.00 | 0019 | $1233.570000 | $-1,233.57 | ||||||
0555-1-0A |
MISC PRECAST | EACH |
1.00 | 0019 | $1233.570000 | $-1,233.57 | ||||||
0575-3-0A |
MISC PRECAST | EACH |
0.75 | 0019 | $1108.710000 | $-831.53 | ||||||
0575-2-0A |
MISC PRECAST | EACH |
1.00 | 0019 | $1108.710000 | $-1,108.71 | ||||||
0575-1-0A |
MISC PRECAST | EACH |
1.00 | 0019 | $1108.710000 | $-1,108.71 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
200.00 | 0020 | $0.624000 | $-124.80 | ||||||
0475-5-0A |
PIPE, CMP 1.63 MM | LF |
273.00 | 0020 | $15.704000 | $-4,287.19 | ||||||
0475-4-0A |
PIPE, CMP 1.63 MM | LF |
273.00 | 0020 | $15.704000 | $-4,287.19 | ||||||
0475-2-0A |
PIPE, CMP 1.63 MM | LF |
273.00 | 0020 | $15.704000 | $-4,287.19 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
273.00 | 0020 | $15.704000 | $-4,287.19 | ||||||
0525-1-0A |
MISC PRECAST | EACH |
1.00 | 0020 | $811.640000 | $-811.64 | ||||||
0550-12-0A |
MISC PRECAST | EACH |
3.50 | 0020 | $2081.590000 | $-7,285.56 | ||||||
0550-11-0A |
MISC PRECAST | EACH |
3.50 | 0020 | $2081.590000 | $-7,285.57 | ||||||
0550-10-0A |
MISC PRECAST | EACH |
3.50 | 0020 | $2081.590000 | $-7,285.57 | ||||||
0550-9-0A |
MISC PRECAST | EACH |
1.00 | 0020 | $2081.590000 | $-2,081.59 | ||||||
0550-8-0A |
MISC PRECAST | EACH |
3.00 | 0020 | $2081.590000 | $-6,244.77 | ||||||
0550-7-0A |
MISC PRECAST | EACH |
3.50 | 0020 | $2081.590000 | $-7,285.57 | ||||||
0550-6-0A |
MISC PRECAST | EACH |
3.50 | 0020 | $2081.590000 | $-7,285.57 | ||||||
0550-5-0A |
MISC PRECAST | EACH |
3.00 | 0020 | $2081.590000 | $-6,244.77 | ||||||
0550-4-0A |
MISC PRECAST | EACH |
2.00 | 0020 | $2081.590000 | $-4,163.18 | ||||||
0550-3-0A |
MISC PRECAST | EACH |
3.00 | 0020 | $2081.590000 | $-6,244.77 | ||||||
0550-2-0A |
MISC PRECAST | EACH |
3.50 | 0020 | $2081.590000 | $-7,285.57 | ||||||
0550-1-0A |
MISC PRECAST | EACH |
2.00 | 0020 | $2081.590000 | $-4,163.18 | ||||||
0475-5-0A |
PIPE, CMP 1.63 MM | LF |
273.00 | 0021 | $15.704000 | $-4,287.19 | ||||||
0475-4-0A |
PIPE, CMP 1.63 MM | LF |
507.00 | 0021 | $15.704000 | $-7,961.93 | ||||||
0475-2-0A |
PIPE, CMP 1.63 MM | LF |
300.00 | 0021 | $15.704000 | $-4,711.20 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
507.00 | 0021 | $15.704000 | $-7,961.93 | ||||||
0550-12-0A |
MISC PRECAST | EACH |
1.25 | 0021 | $2081.590000 | $-2,601.99 | ||||||
0550-11-0A |
MISC PRECAST | EACH |
0.50 | 0021 | $2081.590000 | $-1,040.79 | ||||||
0550-10-0A |
MISC PRECAST | EACH |
2.50 | 0021 | $2081.590000 | $-5,203.97 | ||||||
0550-7-0A |
MISC PRECAST | EACH |
3.50 | 0021 | $2081.590000 | $-7,285.56 | ||||||
0550-6-0A |
MISC PRECAST | EACH |
0.50 | 0021 | $2081.590000 | $-1,040.79 | ||||||
0550-2-0A |
MISC PRECAST | EACH |
0.50 | 0021 | $2081.590000 | $-1,040.79 | ||||||
0555-2-0A |
MISC PRECAST | EACH |
1.00 | 0021 | $1233.570000 | $-1,233.57 | ||||||
0680-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0021 | $575.080000 | $-546.33 | ||||||
0695-1-0A |
UTILITY INCIDENTAL | LF |
700.00 | 0021 | $6.770000 | $-4,499.39 | ||||||
0710-2-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0021 | $1195.430000 | $-1,135.65 | ||||||
0710-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0021 | $981.190000 | $-932.13 | ||||||
0805-1-0A |
UTILITY INCIDENTAL | EACH |
4.00 | 0021 | $54.330000 | $-206.43 | ||||||
0810-1-0A |
UTILITY INCIDENTAL | EACH |
4.00 | 0021 | $33.430000 | $-127.04 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
1,020.00 | 0022 | $0.624000 | $-636.48 | ||||||
0475-4-0A |
PIPE, CMP 1.63 MM | LF |
313.00 | 0022 | $15.704000 | $-4,915.35 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
313.00 | 0022 | $15.704000 | $-4,915.35 | ||||||
0515-2-0A |
MISC PRECAST | EACH |
0.50 | 0022 | $1465.750000 | $-732.87 | ||||||
0515-1-0A |
MISC PRECAST | EACH |
1.00 | 0022 | $1465.750000 | $-1,465.75 | ||||||
0565-1-0A |
MISC PRECAST | EACH |
4.00 | 0022 | $911.335000 | $-3,645.34 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
1,550.00 | 0023 | $0.624000 | $-967.20 | ||||||
0475-4-0A |
PIPE, CMP 1.63 MM | LF |
33.00 | 0023 | $15.704000 | $-518.23 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
33.00 | 0023 | $15.704000 | $-518.23 | ||||||
0520-2-0A |
MISC PRECAST | EACH |
0.50 | 0023 | $811.640000 | $-405.82 | ||||||
0520-1-0A |
MISC PRECAST | EACH |
0.50 | 0023 | $811.640000 | $-405.82 | ||||||
0525-1-0A |
MISC PRECAST | EACH |
1.00 | 0023 | $811.640000 | $-811.64 | ||||||
0540-1-0A |
MISC PRECAST | EACH |
2.25 | 0023 | $2328.630000 | $-5,239.42 | ||||||
0540-2-0A |
MISC PRECAST | EACH |
0.25 | 0023 | $2328.630000 | $-582.15 | ||||||
0565-1-0A |
MISC PRECAST | EACH |
1.00 | 0023 | $911.335000 | $-911.34 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
150.00 | 0026 | $0.624000 | $-93.60 | ||||||
0475-4-0A |
PIPE, CMP 1.63 MM | LF |
21.00 | 0027 | $15.704000 | $-329.78 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
21.00 | 0027 | $15.704000 | $-329.78 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
507.00 | 0028 | $0.624000 | $-316.37 | ||||||
0475-4-0A |
PIPE, CMP 1.63 MM | LF |
293.00 | 0028 | $15.704000 | $-4,601.28 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
293.00 | 0028 | $15.704000 | $-4,601.28 | ||||||
0520-2-0A |
MISC PRECAST | EACH |
1.00 | 0028 | $811.640000 | $-811.64 | ||||||
0520-1-0A |
MISC PRECAST | EACH |
2.00 | 0028 | $811.640000 | $-1,623.28 | ||||||
0520-1-0A |
MISC PRECAST | EACH |
0.50 | 0029 | $811.640000 | $-405.82 | ||||||
0565-1-0A |
MISC PRECAST | EACH |
2.00 | 0029 | $911.335000 | $-1,822.67 | ||||||
0570-1-0A |
MISC PRECAST | EACH |
1.00 | 0029 | $1806.560000 | $-1,806.56 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
2,220.00 | 0030 | $0.624000 | $-1,385.28 | ||||||
0565-1-0A |
MISC PRECAST | EACH |
1.00 | 0030 | $911.335000 | $-911.33 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
1,261.00 | 0032 | $0.624000 | $-786.86 | ||||||
0495-1-0A |
PIPE, CMP 1.63 MM | LF |
15.00 | 0033 | $75.520000 | $-1,132.80 | ||||||
0580-1-0A |
MISC PRECAST | EACH |
1.00 | 0036 | $2556.770000 | $-2,556.77 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
1,720.00 | 0040 | $0.624000 | $-1,073.28 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
320.00 | 0041 | $0.624000 | $-199.68 | ||||||
0510-1-0A |
MISC PRECAST | EACH |
1.00 | 0041 | $580.030000 | $-580.03 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
630.00 | 0042 | $0.624000 | $-393.12 | ||||||
0065-1-0A |
PIPE, HDPE M252 | LF |
539.00 | 0044 | $0.624000 | $-336.34 | ||||||
0500-1-0A |
MISC PRECAST | EACH |
1.00 | 0053 | $468.250000 | $-468.25 | ||||||
0505-1-0A |
MISC PRECAST | EACH |
1.00 | 0053 | $580.030000 | $-580.03 | ||||||
0535-1-0A |
MISC PRECAST | EACH |
1.00 | 0053 | $1654.500000 | $-1,654.50 | ||||||
0540-1-0A |
MISC PRECAST | EACH |
0.75 | 0053 | $2328.630000 | $-1,746.47 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
1.00 | 0053 | $3099.960000 | $-3,099.96 | ||||||
| SUBTOT | $24,750.85 |
|||||||||||