|
Report_Id: 111031 Est NO 0058 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111031 | Estimate Number | 0058 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02360) West, Matthew B. | ||||||
| Contractor | T & C CONTRACTING INC | ADDR SN 0 VC Code VC0000098156 | |||||
| 6301 PENDLETON RD | |||||||
| LOUISVILLE , KY , 40272 | |||||||
| Pay Period | 01/16/2015 TO 01/29/2015 | ||||||
| Date Approved | 02/09/2015 | ||||||
| Primary Proj Number | DE03021211131 | ||||||
| Project No. | FD04 SPP 030 2121 000-002 | ||||||
| Primary County | DAVIESS | ||||||
| Name of Road | SOUTHTOWN BOULEVARD (KY 2121) | ||||||
| Description | WIDENING OF SOUTHTOWN BOULEVARD FROM CARTER ROAD TO FREDERICA STREET IN OWENSBORO | ||||||
| Date Let | 07/15/2011 | Formal Acceptance | |||||
| Date Awarded | 07/27/2011 | Date Work Began | 09/06/2011 | ||||
| Date Contract Executed | 08/15/2011 | Open To Traffic | |||||
| Date NTP Issued | 08/15/2011 | Actual Completion Date | |||||
| Current Contract Amount | $16,125,309.03 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,398,414.01 |
Total Earnings | $14,897,262.33 |
$14,811,658.52 |
$85,603.81 |
|
| Percent Complete | 92.48 |
Stockpiled Materials | $15,320.06 |
$15,320.06 |
$0.00 |
|
| Funds Available | $1,212,726.64 |
Gross Earnings | $14,912,582.39 |
$14,826,978.58 |
$85,603.81 |
|
| Total Change Orders | $2,726,895.02 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $14,912,582.39 |
$14,826,978.58 |
$85,603.81 |
|||
| Contract Id | 111031 | Change Order Summary |
County | DAVIESS | ||||||
| Estimate Nbr | 0058 | Project Number | FD04 SPP 030 2121 000-002 | |||||||
| Contractor | T & C CONTRACTING INC | Period | 01/16/2015 TO 01/29/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non Spec Material Override | Approved | 12/14/2011 | $0.00 | 0.0 | |||||
| 002 | Steel Reinforcement For Modified Type 13 Drop Box Inlets | Approved | 02/01/2012 | $30,000.00 | 1.0 | |||||
| 003 | Remodified Type 13 Drop Box Inlets | Approved | 04/09/2012 | $16,150.00 | 1.0 | |||||
| 004 | Lateral line additions, Flowable fill backfill | Approved | 04/25/2012 | $45,050.00 | 3.0 | |||||
| 005 | Subgrade Stabilization; Water line redesign | Approved | 07/02/2012 | $82,640.92 | 2.0 | |||||
| 006 | Sanitary Sewer Value Engineering | Approved | 10/05/2012 | $-54,494.91 | -7.0 | |||||
| 007 | Lot Pay Adjustment Override | Approved | 08/29/2012 | $0.00 | 0.0 | |||||
| 008 | Time Extension | Approved | 11/16/2012 | $0.00 | 135.0 | |||||
| 009 | Right turn lane and Entrance redesign | Approved | 04/25/2013 | $39,275.68 | 138.0 | |||||
| 010 | Utility Cost Plus - Water Blast-Stamped Conc-Underruns | Approved | 10/10/2013 | $0.00 | 3.0 | |||||
| 011 | Liquidated Damages Override | Approved | 10/31/2013 | $0.00 | 0.0 | |||||
| 012 | Dewatering | Approved | 10/01/2014 | $350,000.00 | 378.0 | |||||
| 013 | Goetz Drive Sewer Repair | Approved | 11/10/2014 | $2,218,273.33 | 410.0 | |||||
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 | 111031 | COMMONWEALTH OF KENTUCKY |
County | DAVIESS | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE03021211131 | ||||||
| Estimate Nbr | 0058 | Period | 01/16/2015 TO 01/29/2015 | |||||||
| Contractor | T & C CONTRACTING INC | |||||||||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | DGA BASE | 00001 | TON | 10,062.00 | 3,787.000 | 5,855.320 | 5,855.320 | 23.00 | 134,672.36 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 17,127.00 | 26,027.000 | 24,389.020 | 24,389.020 | 24.00 | 585,336.48 | |||
| 0030 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 33,882.00 | 8,790.220 | 8,790.220 | 8,790.220 | 3.25 | 28,568.21 | |||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 6,181.00 | 1,431.000 | 1,273.540 | 1,273.540 | 51.00 | 64,950.54 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 61,914.00 | 92,018.469 | 62,799.440 | 62,799.440 | 19.00 | 1,193,189.36 | |||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 31.00 | 31.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 30,146.00 | 25,921.000 | 25,390.470 | 25,390.470 | 67.50 | 1,713,856.72 | |||
| 0080 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,032.00 | 1,032.000 | 1,099.980 | 1,099.980 | 74.00 | 81,398.52 | |||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 324.00 | 324.000 | 348.740 | 348.740 | 88.50 | 30,863.49 | |||
| 0100 | ASPHALT CURING SEAL | 00358 | TON | 65.00 | 17.000 | 15.920 | 15.920 | 585.00 | 9,313.20 | |||
| 0110 | ENTRANCE PIPE-15 IN | 00440 | LF | 45.00 | 45.000 | 20.580 | 20.580 | 60.00 | 1,234.80 | |||
| 0120 | ENTRANCE PIPE-24 IN | 00443 | LF | 88.50 | 88.500 | 44.000 | 44.000 | 82.00 | 3,608.00 | |||
| 0130 | ENTRANCE PIPE-30 IN | 00445 | LF | 325.50 | 325.500 | 326.500 | 326.500 | 84.00 | 27,426.00 | |||
| 0140 | ENTRANCE PIPE-24 IN EQUIV | 00452 | LF | 38.50 | 38.500 | 38.500 | 38.500 | 75.00 | 2,887.50 | |||
| 0150 | CULVERT PIPE-24 IN | 00464 | LF | 242.50 | 242.500 | 236.000 | 236.000 | 74.00 | 17,464.00 | |||
| 0160 | CULVERT PIPE-36 IN | 00468 | LF | 149.50 | 149.500 | 149.500 | 149.500 | 120.00 | 17,940.00 | |||
| 0170 | CULVERT PIPE-24 IN EQUIV | 00492 | LF | 205.50 | 205.500 | 94.000 | 94.000 | 88.00 | 8,272.00 | |||
| 0180 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 121.00 | 121.000 | 119.000 | 119.000 | 100.00 | 11,900.00 | |||
| 0190 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 107.20 | 107.200 | 107.200 | 107.200 | 160.00 | 17,152.00 | |||
| 0200 | CULVERT PIPE-42 IN EQUIV | 00498 | LF | 576.00 | 576.000 | 576.000 | 576.000 | 162.00 | 93,312.00 | |||
| 0210 | STORM SEWER PIPE-15 IN | 00521 | LF | 4,883.80 | 5,123.800 | 5,005.450 | 5,005.450 | 54.00 | 270,294.30 | |||
| 0220 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,145.80 | 2,291.800 | 2,236.090 | 2,236.090 | 55.00 | 122,984.95 | |||
| 0230 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,319.10 | 1,319.100 | 1,362.850 | 1,362.850 | 69.00 | 94,036.65 | |||
| 0240 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,670.40 | 1,670.400 | 1,784.320 | 1,784.320 | 92.00 | 164,157.44 | |||
| 0250 | STORM SEWER PIPE-36 IN | 00528 | LF | 59.00 | 59.000 | 55.170 | 55.170 | 125.00 | 6,896.25 | |||
| 0260 | PERFORATED PIPE-4 IN | 01000 | LF | 10,093.00 | 4,093.000 | 3,382.800 | 3,382.800 | 4.00 | 13,531.20 | |||
| 0270 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0280 | PLUG PIPE | 01314 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0290 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0300 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 0310 | DROP BOX INLET TYPE 11 | 01544 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,400.00 | 4,200.00 | |||
| 0320 | DROP BOX INLET TYPE 13G | 01559 | EACH | 328.00 | 304.000 | 285.260 | 285.260 | 1,100.00 | 313,786.00 | |||
| 0330 | DROP BOX INLET TYPE 13S | 01568 | EACH | 60.00 | 55.000 | 42.250 | 42.250 | 1,500.00 | 63,375.00 | |||
| 0340 | FLUME INLET TYPE 2 | 01691 | EACH | 6.00 | 6.000 | 1.000 | 5.000 | 6.000 | 2,000.00 | 2,000.00 | 12,000.00 | |
| 0350 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 450.00 | 900.00 | |||
| 0360 | STANDARD CURB AND GUTTER | 01810 | LF | 18,528.00 | 18,528.000 | 120.000 | 16,488.620 | 16,608.620 | 11.90 | 1,428.00 | 197,642.57 | |
| 0370 | LIP CURB AND GUTTER | 01820 | LF | 53.40 | 53.400 | 89.510 | 89.510 | 13.00 | 1,163.63 | |||
| 0380 | STANDARD HEADER CURB | 01875 | LF | 595.00 | 595.000 | 435.410 | 435.410 | 16.00 | 6,966.56 | |||
| 0390 | BARRIER HEADER CURB | 01880 | LF | 294.00 | 294.000 | 459.830 | 459.830 | 16.50 | 7,587.19 | |||
| 0400 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 129.00 | 129.000 | 60.960 | 60.960 | 48.00 | 2,926.08 | |||
| 0410 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 1,073.00 | 1,073.000 | 1,066.700 | 1,066.700 | 48.00 | 51,201.60 | |||
| 0420 | MOUNTABLE MEDIAN TYPE 2 | 01937 | SQYD | 21.00 | 21.000 | 85.520 | 85.520 | 40.00 | 3,420.80 | |||
| 0430 | MOUNTABLE MEDIAN TYPE 3 | 01939 | SQYD | 103.00 | 103.000 | 91.890 | 91.890 | 40.00 | 3,675.60 | |||
| 0440 | MOUNTABLE MEDIAN TYPE 6A | 01949 | SQYD | 118.40 | 118.400 | 75.030 | 75.030 | 47.00 | 3,526.41 | |||
| 0450 | BARRICADE-TYPE III | 02014 | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 150.00 | 5,100.00 | |||
| 0460 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,827.00 | 1,924.000 | 2,036.730 | 2,036.730 | 42.50 | 86,561.02 | |||
| 0470 | PAVED DITCH TYPE 1 | 02157 | SQYD | 1,182.00 | 1,182.000 | 1,154.050 | 1,154.050 | 60.00 | 69,243.00 | |||
| 0480 | ROADWAY EXCAVATION | 02200 | CUYD | 102,691.00 | 114,123.000 | 114,123.000 | 114,123.000 | 10.25 | 1,169,760.75 | |||
| 0490 | FLOWABLE FILL | 02220 | CUYD | 138.50 | 183.500 | 136.990 | 136.990 | 80.00 | 10,959.20 | |||
| 0500 | WATER | 02242 | MGAL | 91.00 | 91.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 0510 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 187.50 | 187.500 | 187.500 | 187.500 | 25.00 | 4,687.50 | |||
| 0520 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 58.00 | 290.00 | |||
| 0530 | REMOVE GUARDRAIL | 02381 | LF | 135.00 | 135.000 | 67.500 | 67.500 | 4.50 | 303.75 | |||
| 0540 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 63.00 | 63.000 | 61.000 | 61.000 | 85.00 | 5,185.00 | |||
| 0550 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0560 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0570 | CEMENT | 02542 | TON | 1,015.00 | 265.860 | 265.860 | 265.860 | 109.95 | 29,231.30 | |||
| 0580 | CLEARING AND GRUBBING 24 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0590 | SIGNS | 02562 | SQFT | 830.00 | 830.000 | 1,407.880 | 1,407.880 | 7.50 | 10,559.10 | |||
| 0600 | EDGE KEY | 02585 | LF | 243.50 | 243.500 | 47.500 | 47.500 | 37.00 | 1,757.50 | |||
| 0610 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 92,361.00 | 148,211.000 | 143,692.240 | 143,692.240 | 1.20 | 172,430.68 | |||
| 0620 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 2,595.00 | 2,595.000 | 4,433.150 | 4,433.150 | 2.00 | 8,866.30 | |||
| 0630 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 75,000.00 | 67,500.00 | |||
| 0640 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0650 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 216.00 | 216.000 | 41.220 | 41.220 | 26.50 | 1,092.33 | |||
| 0660 | SAFELOADING | 02690 | CUYD | 93.00 | 93.000 | 18.360 | 18.360 | 90.00 | 1,652.40 | |||
| 0670 | TEMP SILT FENCE | 02701 | LF | 2,400.00 | 2,400.000 | 3,486.000 | 3,486.000 | 1.50 | 5,229.00 | |||
| 0680 | SAND FOR BLOTTER | 02702 | TON | 162.00 | 44.000 | 38.570 | 38.570 | 27.00 | 1,041.39 | |||
| 0690 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 0700 | SILT TRAP TYPE B | 02704 | EACH | 106.00 | 106.000 | 32.000 | 32.000 | 160.00 | 5,120.00 | |||
| 0710 | SILT TRAP TYPE C | 02705 | EACH | 403.00 | 403.000 | 74.000 | 74.000 | 200.00 | 14,800.00 | |||
| 0720 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0730 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 424.00 | 424.000 | 31.000 | 31.000 | 35.00 | 1,085.00 | |||
| 0740 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1,612.00 | 1,612.000 | 49.000 | 49.000 | 35.00 | 1,715.00 | |||
| 0750 | CLEAN TEMP SILT FENCE | 02709 | LF | 2,400.00 | 2,400.000 | 884.000 | 884.000 | 0.60 | 530.40 | |||
| 0760 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 6,610.00 | 6,610.000 | 140.500 | 7,254.220 | 7,394.720 | 26.50 | 3,723.25 | 195,960.08 | |
| 0770 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 50,000.00 | 45,000.00 | |||
| 0780 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0790 | EROSION CONTROL BLANKET | 05950 | SQYD | 47,004.00 | 47,004.000 | 43,382.119 | 43,382.119 | 0.94 | 40,779.19 | |||
| 0800 | TEMP MULCH | 05952 | SQYD | 116,160.00 | 116,160.000 | 121,117.336 | 121,117.336 | 0.18 | 21,801.12 | |||
| 0810 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 153,951.00 | 153,951.000 | 46,633.333 | 46,633.333 | 0.25 | 11,658.33 | |||
| 0820 | SEEDING AND PROTECTION | 05985 | SQYD | 52,175.00 | 52,175.000 | 18,262.810 | 18,262.810 | 0.33 | 6,026.72 | |||
| 0830 | SODDING | 05990 | SQYD | 5,171.00 | 5,171.000 | 5,426.830 | 5,426.830 | 2.92 | 15,846.34 | |||
| 0840 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 41,632.00 | 41,632.000 | 68,485.000 | 68,485.000 | 0.14 | 9,587.90 | |||
| 0850 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 33,705.00 | 33,705.000 | 34,866.000 | 34,866.000 | 0.16 | 5,578.56 | |||
| 0860 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,184.00 | 2,184.000 | 887.000 | 887.000 | 1.80 | 1,596.60 | |||
| 0870 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,644.40 | 1,644.400 | 764.000 | 764.000 | 1.20 | 916.80 | |||
| 0880 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,350.00 | 2,350.000 | 1,228.000 | 1,228.000 | 1.20 | 1,473.60 | |||
| 0890 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 1,872.00 | 1,872.000 | 1,451.000 | 1,451.000 | 4.75 | 6,892.25 | |||
| 0900 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 465.00 | 465.000 | 347.350 | 347.350 | 9.50 | 3,299.82 | |||
| 0910 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,013.00 | 1,013.000 | 348.250 | 348.250 | 5.00 | 1,741.25 | |||
| 0920 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 59.00 | 59.000 | 47.000 | 47.000 | 120.00 | 5,640.00 | |||
| 0930 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 305.00 | 305.000 | 284.000 | 284.000 | 21.00 | 5,964.00 | |||
| 0940 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 425.00 | 425.000 | 416.000 | 416.000 | 21.00 | 8,736.00 | |||
| 0950 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 208.00 | 208.000 | 250.000 | 250.000 | 12.00 | 3,000.00 | |||
| 0960 | CONCRETE-CLASS A | 08100 | CUYD | 332.00 | 332.000 | 238.900 | 238.900 | 900.00 | 215,010.00 | |||
| 0970 | STEEL REINFORCEMENT | 08150 | LB | 11,402.00 | 71,402.000 | 42,887.420 | 42,887.420 | 0.50 | 21,443.71 | |||
| 0980 | FUEL ADJUSTMENT | 10020NS | DOLL | 56,781.00 | 56,781.000 | -3,236.650 | -3,236.650 | 1.00 | -3,236.65 | |||
| 0990 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 67,756.00 | 67,756.000 | 6,612.510 | 6,612.510 | 1.00 | 6,612.51 | |||
| 1000 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 5,044.00 | 5,044.000 | 5,050.800 | 5,050.800 | 5.50 | 27,779.40 | |||
| 1010 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 1,395.00 | 1,395.000 | 17.000 | 1,001.040 | 1,018.040 | 18.50 | 314.50 | 18,833.74 | |
| 1020 | CL2 ASPH SURF 0.5B PG64-22 | 23362ES403 | TON | 6,074.00 | 6,074.000 | 6,441.950 | 6,441.950 | 88.50 | 570,112.57 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | DROP BOX INLET-SPECIAL Remodified 33 Type 13 DBIs | 01583 | EACH | 0.00 | 33.000 | 33.000 | 33.000 | 1,650.00 | 54,450.00 | |||
| 8008 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -13,650.000 | -13,650.000 | 1.00 | -13,650.00 | |||
| 8009 | REMOVE PIPE RESDESIGNED RT TURN LN | 01310 | LF | 0.00 | 233.500 | 239.100 | 239.100 | 17.97 | 4,296.62 | |||
| 8010 | REMOVE PCC PAVEMENT RESDESIGNED RT TURN LN & ENTRANCE | 02058 | SQYD | 0.00 | 170.000 | 170.000 | 170.000 | 15.59 | 2,650.30 | |||
| 8011 | REMOVE DROP BOX INLET RESDESIGNED RT TURN LN & ENTRANCE | 01585 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 729.22 | 2,916.88 | |||
| 8015 | COST PLUS WORK Core Drainage Holes into DBI | 10080NSD | DOLL | 0.00 | 668.550 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8017 | CORE WALL | 22100NN | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,190.06 | 0.00 | |||
| 8018 | COST PLUS WORK Roadway Lighting-Frederica St. | 10080NSD | DOLL | 0.00 | 1,526.840 | 7,082.750 | 1,526.840 | 8,609.590 | 1.00 | 7,082.75 | 8,609.59 | |
| 8019 | STAMPED CONCRETE | 23379EC | SQYD | 0.00 | 525.100 | 0.000 | 0.000 | 29.80 | 0.00 | |||
| 8020 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 2,672.720 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 8021 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0002 MOB AND DEMOB | |||||||
| 1030 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 587,000.00 | 587,000.00 | |||
| 1040 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 210,000.00 | 0.00 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0003 BRIDGE | |||||||
| 1050 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 196.00 | 196.000 | 196.000 | 196.000 | 30.00 | 5,880.00 | |||
| 1060 | MASONRY COATING | 02998 | SQYD | 445.00 | 445.000 | 132.220 | 132.220 | 6.90 | 912.31 | |||
| 1070 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 123.20 | 123.200 | 123.200 | 123.200 | 46.00 | 5,667.20 | |||
| 1080 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 392.00 | 392.000 | 606.680 | 606.680 | 30.00 | 18,200.40 | |||
| 1090 | TEST PILES | 08033 | LF | 140.00 | 140.000 | 155.300 | 155.300 | 82.00 | 12,734.60 | |||
| 1100 | CONCRETE-CLASS A | 08100 | CUYD | 77.80 | 77.800 | 77.800 | 77.800 | 500.00 | 38,900.00 | |||
| 1110 | CONCRETE-CLASS AA | 08104 | CUYD | 131.70 | 131.700 | 131.700 | 131.700 | 550.00 | 72,435.00 | |||
| 1120 | CONCRETE-CLASS M 2 | 08107 | CUYD | 12.00 | 12.000 | 12.000 | 12.000 | 250.00 | 3,000.00 | |||
| 1130 | STEEL REINFORCEMENT | 08150 | LB | 6,224.00 | 6,224.000 | 6,224.000 | 6,224.000 | 0.95 | 5,912.80 | |||
| 1140 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 15,804.00 | 15,804.000 | 15,804.000 | 15,804.000 | 1.10 | 17,384.40 | |||
| 1150 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 1,023.50 | 1,023.500 | 1,023.500 | 1,023.500 | 115.00 | 117,702.50 | |||
| 1160 | PIPE PILE-18 IN | 23546EC | LF | 1,540.00 | 1,540.000 | 1,704.770 | 1,704.770 | 72.00 | 122,743.44 | |||
| 1170 | INSIDE FIT SNUB NOSE CONICAL POINT-18 IN | 24042EC | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 390.00 | 9,360.00 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0004 BRIDGE-CULVERT | |||||||
| 1180 | FOUNDATION PREPARATION 25925 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,000.00 | 42,000.00 | |||
| 1190 | CONCRETE-CLASS A | 08100 | CUYD | 93.80 | 93.800 | 93.800 | 93.800 | 500.00 | 46,900.00 | |||
| 1200 | STEEL REINFORCEMENT | 08150 | LB | 7,929.00 | 7,929.000 | 7,929.000 | 7,929.000 | 0.95 | 7,532.55 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0005 BRIDGE-CULVERT | |||||||
| 1210 | HANDRAIL-TYPE A-1 | 02611 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 63.00 | 2,898.00 | |||
| 1220 | FOUNDATION PREPARATION 25926 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 1230 | CONCRETE-CLASS AA | 08104 | CUYD | 390.90 | 390.900 | 390.900 | 390.900 | 550.00 | 214,995.00 | |||
| 1240 | STEEL REINFORCEMENT | 08150 | LB | 12,390.00 | 12,390.000 | 12,390.000 | 12,390.000 | 0.95 | 11,770.50 | |||
| 1250 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 25,829.00 | 25,829.000 | 25,829.000 | 25,829.000 | 1.10 | 28,411.90 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0006 BRIDGE-CULVERT | |||||||
| 1260 | HANDRAIL-TYPE A-1 | 02611 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 63.00 | 1,575.00 | |||
| 1270 | FOUNDATION PREPARATION 25927 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 1280 | CONCRETE-CLASS A | 08100 | CUYD | 130.60 | 130.600 | 130.600 | 130.600 | 500.00 | 65,300.00 | |||
| 1290 | STEEL REINFORCEMENT | 08150 | LB | 10,681.00 | 10,681.000 | 10,681.000 | 10,681.000 | 0.95 | 10,146.95 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0007 BRIDGE-CULVERT | |||||||
| 1300 | FOUNDATION PREPARATION 25928 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,000.00 | 13,000.00 | |||
| 1310 | CONCRETE-CLASS AA | 08104 | CUYD | 66.80 | 66.800 | 66.800 | 66.800 | 550.00 | 36,740.00 | |||
| 1320 | STEEL REINFORCEMENT | 08150 | LB | 5,577.00 | 5,577.000 | 5,577.000 | 5,577.000 | 0.95 | 5,298.15 | |||
| 1330 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,701.00 | 1,701.000 | 1,701.000 | 1,701.000 | 1.10 | 1,871.10 | |||
| 1340 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 12.50 | 12.500 | 12.500 | 12.500 | 200.00 | 2,500.00 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0008 BRIDGE-CULVERT | |||||||
| 1350 | HANDRAIL-TYPE A-1 | 02611 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 63.00 | 2,268.00 | |||
| 1360 | FOUNDATION PREPARATION 25929 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,000.00 | 21,000.00 | |||
| 1370 | CONCRETE-CLASS AA | 08104 | CUYD | 49.60 | 49.600 | 49.600 | 49.600 | 550.00 | 27,280.00 | |||
| 1380 | STEEL REINFORCEMENT | 08150 | LB | 2,851.00 | 2,851.000 | 2,851.000 | 2,851.000 | 0.95 | 2,708.45 | |||
| 1390 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,372.00 | 1,372.000 | 1,372.000 | 1,372.000 | 1.10 | 1,509.20 | |||
| 1400 | MECHANICAL REINF COUPLER #4 | 24178EC | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1410 | MECHANICAL REINF COUPLER #4-EPOXY COATED | 24179EC | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0009 BRIDGE-CULVERT | |||||||
| 1420 | HANDRAIL-TYPE A-1 | 02611 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 63.00 | 2,646.00 | |||
| 1430 | FOUNDATION PREPARATION 25931 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1440 | CONCRETE-CLASS AA | 08104 | CUYD | 47.40 | 47.400 | 47.400 | 47.400 | 550.00 | 26,070.00 | |||
| 1450 | STEEL REINFORCEMENT | 08150 | LB | 2,729.00 | 2,729.000 | 2,729.000 | 2,729.000 | 0.95 | 2,592.55 | |||
| 1460 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,124.00 | 1,124.000 | 1,124.000 | 1,124.000 | 1.10 | 1,236.40 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0010 BRIDGE-CULVERT | |||||||
| 1470 | HANDRAIL-TYPE A-1 | 02611 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 63.00 | 3,150.00 | |||
| 1480 | FOUNDATION PREPARATION 25932 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1490 | CONCRETE-CLASS AA | 08104 | CUYD | 73.00 | 73.000 | 73.000 | 73.000 | 550.00 | 40,150.00 | |||
| 1500 | MECHANICAL REINF COUPLER #6 | 08131 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 30.00 | 60.00 | |||
| 1510 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 55.00 | 110.00 | |||
| 1520 | STEEL REINFORCEMENT | 08150 | LB | 3,729.00 | 3,729.000 | 3,729.000 | 3,729.000 | 0.95 | 3,542.55 | |||
| 1530 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,805.00 | 1,805.000 | 1,805.000 | 1,805.000 | 1.10 | 1,985.50 | |||
| 1540 | MECHANICAL REINF COUPLER #4 | 24178EC | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 25.00 | 375.00 | |||
| 1550 | MECHANICAL REINF COUPLER #4-EPOXY COATED | 24179EC | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 42.00 | 420.00 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0011 SIGNALIZATION | |||||||
| 1560 | CONDUIT-1 1/4 IN | 04793 | LF | 798.00 | 798.000 | 970.000 | 970.000 | 6.50 | 6,305.00 | |||
| 1570 | CONDUIT-2 IN | 04795 | LF | 365.00 | 365.000 | 108.000 | 108.000 | 11.50 | 1,242.00 | |||
| 1580 | JUNCTION BOX TYPE B | 04811 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 475.00 | 6,175.00 | |||
| 1590 | TRENCHING AND BACKFILLING | 04820 | LF | 1,164.00 | 1,164.000 | 968.000 | 968.000 | 3.00 | 2,904.00 | |||
| 1600 | OPEN CUT ROADWAY | 04821 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1610 | LOOP WIRE | 04830 | LF | 8,824.00 | 8,824.000 | 8,870.000 | 8,870.000 | 0.45 | 3,991.50 | |||
| 1620 | CABLE-NO. 14/5C | 04844 | LF | 4,637.00 | 4,637.000 | 6,259.000 | 6,259.000 | 1.50 | 9,388.50 | |||
| 1630 | CABLE-NO. 14/7C | 04845 | LF | 280.00 | 280.000 | 365.000 | 365.000 | 1.50 | 547.50 | |||
| 1640 | CABLE-NO. 14/1 PAIR | 04850 | LF | 6,566.00 | 6,566.000 | 9,107.000 | 9,107.000 | 1.50 | 13,660.50 | |||
| 1650 | MESSENGER-10800 LB | 04885 | LF | 750.00 | 750.000 | 860.000 | 860.000 | 3.78 | 3,250.80 | |||
| 1660 | LOOP SAW SLOT AND FILL | 04895 | LF | 3,144.00 | 3,144.000 | 3,134.000 | 3,134.000 | 10.00 | 31,340.00 | |||
| 1670 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,112.41 | 4,224.82 | |||
| 1680 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,001.00 | 8,008.00 | |||
| 1690 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 1.500 | 1.500 | 1,000.00 | 1,500.00 | |||
| 1700 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 200.00 | 4,000.00 | |||
| 1710 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 200.00 | 3,600.00 | |||
| 1720 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 1730 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 166.00 | 1,660.00 | |||
| 1740 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 17.00 | 17.000 | 18.000 | 18.000 | 191.50 | 3,447.00 | |||
| 1750 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 35.00 | 35.000 | 35.000 | 35.000 | 1,005.00 | 35,175.00 | |||
| 1760 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 451.00 | 902.00 | |||
| 1770 | INSTALL ANTENNA | 23982EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 413.00 | 826.00 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0012 BRIDGE-CULVERT | |||||||
| 1780 | HANDRAIL-TYPE A-1 | 02611 | LF | 27.00 | 27.000 | 27.000 | 27.000 | 63.00 | 1,701.00 | |||
| 1790 | FOUNDATION PREPARATION 25930 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 1800 | CONCRETE-CLASS AA | 08104 | CUYD | 94.50 | 94.500 | 94.500 | 94.500 | 550.00 | 51,975.00 | |||
| 1810 | STEEL REINFORCEMENT | 08150 | LB | 4,415.00 | 4,415.000 | 4,415.000 | 4,415.000 | 0.95 | 4,194.25 | |||
| 1820 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,870.00 | 2,870.000 | 2,870.000 | 2,870.000 | 1.10 | 3,157.00 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0013 WATERLINE | |||||||
| 3001 | PVC PIPE-12 IN | 03391 | LF | 3,667.00 | 3,667.000 | 3,643.000 | 3,643.000 | 73.00 | 265,939.00 | |||
| 3002 | DUCTILE IRON PIPE-12 IN | 01099 | LF | 1,665.00 | 1,665.000 | 1,687.000 | 1,687.000 | 125.00 | 210,875.00 | |||
| 3003 | PVC PIPE-10 IN | 03389 | LF | 9.00 | 9.000 | 3.000 | 3.000 | 145.00 | 435.00 | |||
| 3004 | DUCTILE IRON PIPE-10 IN | 01097 | LF | 148.00 | 148.000 | 205.000 | 205.000 | 100.00 | 20,500.00 | |||
| 3005 | PVC PIPE-8 IN | 03387 | LF | 53.00 | 53.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 3006 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 617.00 | 658.000 | 729.000 | 729.000 | 97.00 | 70,713.00 | |||
| 3007 | DUCTILE IRON PIPE-6 IN | 01093 | LF | 855.00 | 855.000 | 952.000 | 952.000 | 92.00 | 87,584.00 | |||
| 3008 | DUCTILE IRON PIPE-4 IN | 01091 | LF | 345.00 | 345.000 | 366.000 | 366.000 | 90.00 | 32,940.00 | |||
| 3009 | PVC PIPE-3 IN | 03382 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 3010 | GATE VALVE-12 IN | 03532 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 2,200.00 | 39,600.00 | |||
| 3011 | GATE VALVE-10 IN | 03530 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,700.00 | 8,500.00 | |||
| 3012 | GATE VALVE-8 IN | 03528 | EACH | 7.00 | 9.000 | 9.000 | 9.000 | 1,200.00 | 10,800.00 | |||
| 3013 | GATE VALVE-6 IN | 03526 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 975.00 | 6,825.00 | |||
| 3014 | GATE VALVE-4 IN | 03524 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 800.00 | 4,000.00 | |||
| 3015 | HOT TAP-12 X 12 IN | 23508EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,700.00 | 5,700.00 | |||
| 3016 | FIRE HYDRANT WITH GATE VALVE | 23502EC | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 3,700.00 | 37,000.00 | |||
| 3017 | REMOVE FIRE HYDRANT | 03434 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 350.00 | 2,450.00 | |||
| 3018 | LINE STOPPER 12 IN | 21182ND | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 3019 | LINE STOP-10 IN | 24232EC | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 4,500.00 | 27,000.00 | |||
| 3020 | LINE STOPPER-8 IN | 20372EC | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 3,400.00 | 10,200.00 | |||
| 3021 | LINE STOP-3 IN | 24233EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 3022 | CUT AND PLUG 12 IN | 20708ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 770.00 | 1,540.00 | |||
| 3023 | CUT AND PLUG 10 IN | 24236ND | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 700.00 | 4,900.00 | |||
| 3024 | CUT AND PLUG-8 IN | 21382ND | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 600.00 | 3,000.00 | |||
| 3025 | CUT AND PLUG 3 IN | 24237ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
| 3026 | TIE-IN 12 IN | 03472 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 3027 | TIE-IN 10 IN | 03470 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 2,500.00 | 17,500.00 | |||
| 3028 | TIE-IN 8 IN | 03468 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 2,300.00 | 13,800.00 | |||
| 3029 | TIE-IN-3 IN | 22440NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 3030 | AIR RELEASE VALVE W/MANHOLE CHAMBER | 22788NN | EACH | 4.00 | 4.000 | 9.000 | 9.000 | 1,900.00 | 17,100.00 | |||
| 3031 | FREE BORE (12 INCH) | 21939EN | LF | 108.00 | 108.000 | 108.000 | 108.000 | 175.00 | 18,900.00 | |||
| 3032 | BORE AND JACK PIPE-22 IN | 21844EN | LF | 507.00 | 507.000 | 519.000 | 519.000 | 185.00 | 96,015.00 | |||
| 3033 | OPEN CUT W/ STEEL ENCASEMENT-22 IN | 24239ED | LF | 12.00 | 12.000 | 12.000 | 12.000 | 150.00 | 1,800.00 | |||
| 3034 | BORE AND JACK PIPE-20 IN | 23125EN | LF | 68.00 | 68.000 | 68.000 | 68.000 | 145.00 | 9,860.00 | |||
| 3035 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 315.00 | 253.000 | 253.000 | 253.000 | 155.00 | 39,215.00 | |||
| 3036 | OPEN CUT W/ STEEL ENCASEMENT-18 IN | 24240ED | LF | 6.00 | 6.000 | 6.000 | 6.000 | 140.00 | 840.00 | |||
| 3037 | BORE AND JACK PIPE-16 IN | 21399ED | LF | 502.00 | 502.000 | 502.000 | 502.000 | 125.00 | 62,750.00 | |||
| 3038 | BORE AND JACK PIPE-14 IN | 24238EN | LF | 203.00 | 203.000 | 203.000 | 203.000 | 120.00 | 24,360.00 | |||
| 3039 | REPLACE ASPHALT PAVEMENT | 24249EC | SQFT | 972.00 | 972.000 | 875.000 | 875.000 | 7.50 | 6,562.50 | |||
| 3040 | BARRIER CURB AND GUTTER | 01815 | LF | 24.00 | 24.000 | 58.000 | 58.000 | 22.00 | 1,276.00 | |||
| 3041 | REMOVE ABANDONED WATER MAIN | 24245EC | LF | 4,247.00 | 4,247.000 | 3,252.250 | 3,252.250 | 18.00 | 58,540.50 | |||
| 8005 | TEE 12 IN X 8 IN Redesigned Water and Force Main connections at Strickland Dr | 21094ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 675.32 | 1,350.65 | |||
| 8012 | COST PLUS WORK Cut and Cap Waterline Additional Work | 10080NSD | DOLL | 0.00 | 1,353.200 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8013 | COST PLUS WORK Temporary Water Service Tie-In | 10080NSD | DOLL | 0.00 | 1,052.620 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8014 | COST PLUS WORK Relay 12 IN Water Main | 10080NSD | DOLL | 0.00 | 995.560 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE03021211131 | Fed/State Project Number | FD04 SPP 030 2121 000-002 | Category | 0014 SEWER | |||||||
| 4001 | DUCTILE IRON PIPE-24 IN | 01111 | LF | 79.00 | 79.000 | 79.000 | 79.000 | 500.00 | 39,500.00 | |||
| 4002 | SEWER PIPE-12 IN | 01054 | LF | 1,148.00 | 1,148.000 | 1,148.200 | 1,148.200 | 165.00 | 189,453.00 | |||
| 4003 | SEWER PIPE-8 IN | 01052 | LF | 365.00 | 365.000 | 367.000 | 367.000 | 86.00 | 31,562.00 | |||
| 4004 | PVC FORCE MAIN-8 IN | 24241EN | LF | 154.00 | 5.000 | 7.000 | 7.000 | 70.00 | 490.00 | |||
| 4005 | SEWER PIPE-4 IN | 01050 | LF | 25.00 | 25.000 | 34.000 | 34.000 | 100.00 | 3,400.00 | |||
| 4006 | SANITARY SEWER MANHOLE | 01799 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,900.00 | 5,800.00 | |||
| 4007 | NEW MANHOLE TO EXIST LINE (12 INCH) | 22151NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 4008 | NEW MANHOLE TO EXIST LINE (8 INCH) | 22151NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,700.00 | 10,800.00 | |||
| 4009 | REMOVE MANHOLE | 01787 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 1,100.00 | 3,300.00 | |||
| 4010 | REMOVE MANHOLE SECTION AND CAP | 24242EN | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 4011 | CONNECT TO EXIST MANHOLE | 20424EC | EACH | 5.00 | 8.000 | 7.000 | 7.000 | 1,900.00 | 13,300.00 | |||
| 4012 | TEE-8X4 IN | 24067EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 10.00 | 50.00 | |||
| 4013 | BORE AND JACK PIPE-14 IN | 24238EN | LF | 129.00 | 129.000 | 124.000 | 124.000 | 130.00 | 16,120.00 | |||
| 4014 | OPEN CUT W/ STEEL ENCASEMENT-14 IN | 24243EC | LF | 14.00 | 14.000 | 14.000 | 14.000 | 225.00 | 3,150.00 | |||
| 4015 | AIR RELEASE VALVE W/MANHOLE CHAMBER | 22788NN | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 4016 | REMOVE AIR RELEASE PIT | 24244EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 4017 | FILL AND CAP WELL | 01711 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 4018 | REPLACE ASPHALT PAVEMENT | 24249EC | SQFT | 810.00 | 810.000 | 708.000 | 708.000 | 12.40 | 8,779.20 | |||
| 4019 | REPLACE CONCRETE PAVEMENT | 24250EC | SQFT | 1,573.00 | 1,573.000 | 1,607.610 | 1,607.610 | 13.00 | 20,898.93 | |||
| 4020 | BARRIER CURB AND GUTTER | 01815 | LF | 37.00 | 37.000 | 37.000 | 37.000 | 30.00 | 1,110.00 | |||
| 4021 | ADJUST MANHOLE | 01792 | EACH | 14.00 | 14.000 | 13.000 | 13.000 | 450.00 | 5,850.00 | |||
| 4022 | WATERTIGHT FRAME AND LID | 20423EC | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 4023 | REMOVE ABANDONED SANITARY SEWER | 24246EC | LF | 1,245.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 4024 | DEWATERING | 24247EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,300.00 | 7,300.00 | |||
| 4025 | SHEETIN | 24248EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 8002 | CONNECT TO SERVICE 4 IN SCH 40 PVC Lateral to 4 IN Cleanout or Pipe | 20083NN | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 8003 | DROP PIPE ASSEMBLY FOR MANHOLE 4 IN SCH 40 Internal Drop Assemblies in Existing Manhole | 21963NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 8004 | SEWER PIPE-4 IN SCH 40 PVC Sanitary Sewer Lateral Line Pipe | 01050 | LF | 0.00 | 290.000 | 276.000 | 276.000 | 100.00 | 27,600.00 | |||
| 8006 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 54,494.91 | 54,494.91 | |||
| 8007 | SAFELOADING ABANDONED SANITARY SEWER | 02690 | CUYD | 0.00 | 17.001 | 18.500 | 18.500 | 180.00 | 3,330.00 | |||
| 8016 | COST PLUS WORK Lower and Cap Manhole | 10080NSD | DOLL | 0.00 | 910.280 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8022 | COST PLUS WORK DEWATER-GOETZ 7-13 to 6-14 | 10080NSD | DOLL | 0.00 | 350,000.000 | 339,228.050 | 339,228.050 | 1.00 | 339,228.05 | |||
| 8023 | COST PLUS WORK GOETZ DR SEWER REPAIR ESTIMATE | 10080NSD | DOLL | 0.00 | 2,218,273.330 | 71,055.310 | 2,218,273.330 | 2,289,328.640 | 1.00 | 71,055.31 | 2,289,328.64 | |
| SUBTOT | $85,603.81 |
$14,897,262.04 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
3001-1-0I |
PIPE, PVC WATER MAIN | LF |
740.00 | 0003 | $41.020000 | $30,354.80 | ||||||
3002-1-2I |
PIPE, DUCTILE IRON | LF |
708.24 | 0003 | $30.440000 | $21,558.82 | ||||||
3002-1-1I |
PIPE, DUCTILE IRON | LF |
956.48 | 0003 | $30.440000 | $29,115.25 | ||||||
3003-1-0I |
PIPE, PVC WATER MAIN | LF |
9.00 | 0003 | $121.880000 | $1,096.92 | ||||||
3004-1-0I |
PIPE, DUCTILE IRON | LF |
148.00 | 0003 | $60.640000 | $8,974.72 | ||||||
3005-1-0I |
PIPE, PVC WATER MAIN | LF |
53.00 | 0003 | $31.780000 | $1,684.34 | ||||||
3006-1-0I |
PIPE, DUCTILE IRON | LF |
610.42 | 0003 | $26.630000 | $16,255.48 | ||||||
3007-1-0I |
PIPE, DUCTILE IRON | LF |
855.00 | 0003 | $16.680000 | $14,261.40 | ||||||
3008-1-0I |
PIPE, DUCTILE IRON | LF |
344.85 | 0003 | $17.540000 | $6,048.67 | ||||||
3010-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0003 | $1205.379000 | $2,410.76 | ||||||
3012-1-0I |
UTILITY INCIDENTAL | EACH |
7.00 | 0003 | $610.240000 | $4,271.68 | ||||||
3013-1-0I |
UTILITY INCIDENTAL | EACH |
7.00 | 0003 | $387.700000 | $2,713.90 | ||||||
3014-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0003 | $307.140000 | $1,535.70 | ||||||
3016-1-0I |
UTILITY INCIDENTAL | EACH |
10.00 | 0003 | $386.920000 | $3,869.20 | ||||||
3022-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0003 | $124.750000 | $249.50 | ||||||
3023-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0003 | $41.420000 | $207.10 | ||||||
3025-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0003 | $39.000000 | $78.00 | ||||||
3032-1-0I |
UTILITY INCIDENTAL | LF |
507.00 | 0003 | $52.364000 | $26,548.55 | ||||||
3034-1-0I |
UTILITY INCIDENTAL | LF |
68.00 | 0003 | $34.258000 | $2,329.54 | ||||||
3035-1-0I |
UTILITY INCIDENTAL | LF |
315.00 | 0003 | $36.232000 | $11,413.08 | ||||||
3037-1-0I |
UTILITY INCIDENTAL | LF |
502.00 | 0003 | $24.349000 | $12,223.20 | ||||||
3038-1-0I |
UTILITY INCIDENTAL | LF |
203.00 | 0003 | $18.066000 | $3,667.40 | ||||||
4002-1-0I |
PIPE, PVC AASHTOM304 | LF |
1,148.00 | 0003 | $10.070000 | $11,560.36 | ||||||
4003-1-0I |
PIPE, PVC AASHTOM304 | LF |
365.00 | 0003 | $4.640000 | $1,693.60 | ||||||
4005-1-0I |
PIPE, PVC AASHTOM304 | LF |
25.00 | 0003 | $1.310000 | $32.75 | ||||||
4013-1-0I |
UTILITY INCIDENTAL | LF |
129.00 | 0003 | $18.066000 | $2,330.51 | ||||||
4015-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0003 | $2416.800000 | $2,416.80 | ||||||
0120-1-0I |
PIPE, CMP 1.63 MM | LF |
89.00 | 0004 | $15.040000 | $1,338.56 | ||||||
0130-1-0I |
PIPE, CMP 1.63 MM | LF |
326.00 | 0004 | $19.840000 | $6,467.84 | ||||||
0150-1-0I |
PIPE, CMP 1.63 MM | LF |
243.00 | 0004 | $22.460000 | $5,457.78 | ||||||
0160-1-0I |
PIPE, CMP 1.63 MM | LF |
150.00 | 0004 | $38.660000 | $5,799.00 | ||||||
0170-1-0I |
PIPE, ALUM ARCH CUL | LF |
104.00 | 0004 | $28.630000 | $2,977.52 | ||||||
0220-1-0I |
PIPE, CMP 1.63 MM | LF |
124.00 | 0004 | $11.370000 | $1,409.88 | ||||||
1160-2-0I |
PILES | FT |
980.00 | 0004 | $36.810000 | $36,073.80 | ||||||
1160-1-0I |
PILES | FT |
700.00 | 0004 | $37.160000 | $26,012.00 | ||||||
1170-1-0I |
PILE POINTS | EACH |
24.00 | 0004 | $276.925000 | $6,646.20 | ||||||
0290-1-0I |
FRAMES AND GRATES ST | EACH |
2.00 | 0005 | $275.918000 | $551.83 | ||||||
0300-1-0I |
FRAMES AND GRATES ST | EACH |
2.00 | 0005 | $519.612000 | $1,039.22 | ||||||
0310-1-0I |
FRAMES AND GRATES GI | EACH |
3.00 | 0005 | $404.814000 | $1,214.44 | ||||||
0320-1-0I |
FRAMES AND GRATES GI | EACH |
125.00 | 0005 | $191.330000 | $23,916.25 | ||||||
1290-1-0I |
STEEL REINUN 615GR60 | LB |
10,681.00 | 0006 | $0.450000 | $4,806.45 | ||||||
1320-1-0I |
STEEL REINUN 615GR60 | LB |
5,577.00 | 0006 | $0.480000 | $2,676.96 | ||||||
1330-1-0I |
STEEL REINCO 615GR60 | LB |
1,701.00 | 0006 | $0.610000 | $1,037.61 | ||||||
1520-1-1I |
STEEL REINUN 615GR60 | LB |
1,914.00 | 0006 | $0.450000 | $861.30 | ||||||
1520-1-0I |
STEEL REINUN 615GR60 | LB |
1,756.00 | 0006 | $0.450000 | $790.20 | ||||||
1530-1-1I |
STEEL REINCO 615GR60 | LB |
811.00 | 0006 | $0.510000 | $413.61 | ||||||
1530-1-0I |
STEEL REINCO 615GR60 | LB |
933.00 | 0006 | $0.510000 | $475.83 | ||||||
1810-1-1I |
STEEL REINUN 615GR60 | LB |
2,392.00 | 0006 | $0.450000 | $1,076.40 | ||||||
1810-1-0I |
STEEL REINUN 615GR60 | LB |
2,510.00 | 0006 | $0.450000 | $1,129.50 | ||||||
1820-1-1I |
STEEL REINCO 615GR60 | LB |
1,368.00 | 0006 | $0.510000 | $697.68 | ||||||
1820-1-0I |
STEEL REINCO 615GR60 | LB |
1,499.00 | 0006 | $0.510000 | $764.49 | ||||||
0610-1-0I |
GEOTEXTILE TYPE IV | SQYD |
68,000.00 | 0007 | $0.704900 | $47,933.20 | ||||||
4006-1-0I |
MISC PRECAST | EACH |
2.00 | 0007 | $969.570000 | $1,939.14 | ||||||
4007-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0007 | $969.570000 | $1,939.14 | ||||||
4008-1-0I |
UTILITY INCIDENTAL | EACH |
4.00 | 0007 | $1136.880000 | $4,547.52 | ||||||
0320-2-0I |
MISC PRECAST | EACH |
33.00 | 0009 | $191.330000 | $6,313.89 | ||||||
0330-1-0I |
MISC PRECAST | EACH |
60.00 | 0009 | $382.660000 | $22,959.60 | ||||||
0960-1-0I |
CLASS A CONC | CUYD |
13.20 | 0009 | $427.740000 | $5,646.17 | ||||||
0960-5-0I |
CLASS A CONC | CUYD |
3.00 | 0012 | $492.230000 | $1,476.69 | ||||||
0960-4-0I |
CLASS A CONC | CUYD |
3.00 | 0012 | $492.230000 | $1,476.69 | ||||||
0960-3-0I |
CLASS A CONC | CUYD |
3.00 | 0012 | $492.230000 | $1,476.69 | ||||||
0960-2-0I |
CLASS A CONC | CUYD |
3.00 | 0012 | $492.230000 | $1,476.69 | ||||||
0960-6-0I |
CLASS A CONC | CUYD |
7.20 | 0015 | $464.590000 | $3,345.05 | ||||||
0960-7-0I |
CLASS A CONC | CUYD |
7.20 | 0015 | $464.590000 | $3,345.05 | ||||||
0960-12-0I |
CLASS A CONC | CUYD |
7.95 | 0015 | $467.200000 | $3,714.24 | ||||||
0960-11-0I |
CLASS A CONC | CUYD |
7.95 | 0015 | $467.200000 | $3,714.24 | ||||||
0960-10-0I |
CLASS A CONC | CUYD |
7.95 | 0015 | $467.200000 | $3,714.24 | ||||||
0960-9-0I |
CLASS A CONC | CUYD |
13.95 | 0015 | $524.720000 | $7,319.84 | ||||||
0960-8-0I |
CLASS A CONC | CUYD |
7.20 | 0015 | $464.590000 | $3,345.05 | ||||||
0610-2-0I |
GEOTEXTILE TYPE IV | SQYD |
50,500.00 | 0021 | $0.715790 | $36,147.40 | ||||||
0790-1-0I |
EROSION CTRL BLANKET | SQYD |
27,935.40 | 0029 | $0.295000 | $8,240.94 | ||||||
3001-1-0A |
PIPE, PVC WATER MAIN | LF |
548.00 | 0003 | $41.020000 | $-22,478.96 | ||||||
3002-1-1A |
PIPE, DUCTILE IRON | LF |
657.00 | 0003 | $30.440000 | $-19,999.08 | ||||||
3004-1-0A |
PIPE, DUCTILE IRON | LF |
5.00 | 0003 | $60.640000 | $-303.20 | ||||||
3007-1-0A |
PIPE, DUCTILE IRON | LF |
3.00 | 0003 | $16.680000 | $-50.04 | ||||||
3010-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0003 | $1205.379000 | $-2,410.76 | ||||||
3032-1-0A |
UTILITY INCIDENTAL | LF |
95.00 | 0003 | $52.364000 | $-4,974.58 | ||||||
3001-1-0A |
PIPE, PVC WATER MAIN | LF |
192.00 | 0004 | $41.020000 | $-7,875.84 | ||||||
3002-1-1A |
PIPE, DUCTILE IRON | LF |
239.00 | 0004 | $30.440000 | $-7,275.16 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
42.00 | 0004 | $26.630000 | $-1,118.46 | ||||||
3013-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0004 | $387.700000 | $-1,163.10 | ||||||
3032-1-0A |
UTILITY INCIDENTAL | LF |
146.00 | 0004 | $52.364000 | $-7,645.14 | ||||||
0120-1-0A |
PIPE, CMP 1.63 MM | LF |
44.00 | 0005 | $15.040000 | $-661.76 | ||||||
0130-1-0A |
PIPE, CMP 1.63 MM | LF |
131.50 | 0005 | $19.840000 | $-2,608.96 | ||||||
0160-1-0A |
PIPE, CMP 1.63 MM | LF |
149.50 | 0005 | $38.660000 | $-5,779.67 | ||||||
0170-1-0A |
PIPE, ALUM ARCH CUL | LF |
70.00 | 0005 | $28.630000 | $-2,004.10 | ||||||
3002-1-2A |
PIPE, DUCTILE IRON | LF |
212.52 | 0005 | $30.440000 | $-6,469.11 | ||||||
3002-1-1A |
PIPE, DUCTILE IRON | LF |
60.48 | 0005 | $30.440000 | $-1,841.01 | ||||||
3004-1-0A |
PIPE, DUCTILE IRON | LF |
130.00 | 0005 | $60.640000 | $-7,883.20 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
90.00 | 0005 | $26.630000 | $-2,396.70 | ||||||
3007-1-0A |
PIPE, DUCTILE IRON | LF |
126.00 | 0005 | $16.680000 | $-2,101.68 | ||||||
3013-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0005 | $387.700000 | $-387.70 | ||||||
3034-1-0A |
UTILITY INCIDENTAL | LF |
68.00 | 0005 | $34.258000 | $-2,329.54 | ||||||
3035-1-0A |
UTILITY INCIDENTAL | LF |
79.00 | 0005 | $36.232000 | $-2,862.33 | ||||||
3037-1-0A |
UTILITY INCIDENTAL | LF |
116.00 | 0005 | $24.349000 | $-2,824.48 | ||||||
3038-1-0A |
UTILITY INCIDENTAL | LF |
76.00 | 0005 | $18.066000 | $-1,373.02 | ||||||
0130-1-0A |
PIPE, CMP 1.63 MM | LF |
47.00 | 0006 | $19.840000 | $-932.48 | ||||||
0150-1-0A |
PIPE, CMP 1.63 MM | LF |
152.00 | 0006 | $22.460000 | $-3,413.92 | ||||||
3002-1-2A |
PIPE, DUCTILE IRON | LF |
100.00 | 0006 | $30.440000 | $-3,044.00 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
140.00 | 0006 | $26.630000 | $-3,728.20 | ||||||
3007-1-0A |
PIPE, DUCTILE IRON | LF |
184.00 | 0006 | $16.680000 | $-3,069.12 | ||||||
3008-1-0A |
PIPE, DUCTILE IRON | LF |
90.00 | 0006 | $17.540000 | $-1,578.60 | ||||||
3012-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0006 | $610.240000 | $-610.24 | ||||||
3013-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0006 | $387.700000 | $-387.70 | ||||||
3016-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0006 | $386.920000 | $-386.92 | ||||||
3032-1-0A |
UTILITY INCIDENTAL | LF |
67.00 | 0006 | $52.364000 | $-3,508.39 | ||||||
3035-1-0A |
UTILITY INCIDENTAL | LF |
76.00 | 0006 | $36.232000 | $-2,753.63 | ||||||
3037-1-0A |
UTILITY INCIDENTAL | LF |
131.00 | 0006 | $24.349000 | $-3,189.72 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
111.11 | 0007 | $0.704900 | $-78.32 | ||||||
1320-1-0A |
STEEL REINUN 615GR60 | LB |
3,074.57 | 0007 | $0.480000 | $-1,475.79 | ||||||
3004-1-0A |
PIPE, DUCTILE IRON | LF |
11.00 | 0007 | $60.640000 | $-667.04 | ||||||
3007-1-0A |
PIPE, DUCTILE IRON | LF |
42.00 | 0007 | $16.680000 | $-700.56 | ||||||
3008-1-0A |
PIPE, DUCTILE IRON | LF |
3.00 | 0007 | $17.540000 | $-52.62 | ||||||
3014-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $307.140000 | $-307.14 | ||||||
3016-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $386.920000 | $-386.92 | ||||||
3037-1-0A |
UTILITY INCIDENTAL | LF |
64.00 | 0007 | $24.349000 | $-1,558.34 | ||||||
0130-1-0A |
PIPE, CMP 1.63 MM | LF |
74.00 | 0008 | $19.840000 | $-1,468.16 | ||||||
0150-1-0A |
PIPE, CMP 1.63 MM | LF |
74.00 | 0008 | $22.460000 | $-1,662.04 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
149.33 | 0008 | $0.704900 | $-105.26 | ||||||
3002-1-2A |
PIPE, DUCTILE IRON | LF |
208.00 | 0008 | $30.440000 | $-6,331.52 | ||||||
3004-1-0A |
PIPE, DUCTILE IRON | LF |
1.00 | 0008 | $60.640000 | $-60.64 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
15.00 | 0008 | $26.630000 | $-399.45 | ||||||
3007-1-0A |
PIPE, DUCTILE IRON | LF |
166.00 | 0008 | $16.680000 | $-2,768.88 | ||||||
3016-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0008 | $386.920000 | $-773.84 | ||||||
3032-1-0A |
UTILITY INCIDENTAL | LF |
103.00 | 0008 | $52.364000 | $-5,393.49 | ||||||
3037-1-0A |
UTILITY INCIDENTAL | LF |
64.00 | 0008 | $24.349000 | $-1,558.34 | ||||||
0320-2-0A |
MISC PRECAST | EACH |
5.00 | 0009 | $191.330000 | $-956.65 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
5.00 | 0009 | $191.330000 | $-956.65 | ||||||
1320-1-0A |
STEEL REINUN 615GR60 | LB |
2,502.43 | 0009 | $0.480000 | $-1,201.17 | ||||||
1330-1-0A |
STEEL REINCO 615GR60 | LB |
1,102.57 | 0009 | $0.610000 | $-672.57 | ||||||
3002-1-2A |
PIPE, DUCTILE IRON | LF |
16.00 | 0009 | $30.440000 | $-487.04 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
4.00 | 0009 | $26.630000 | $-106.52 | ||||||
3007-1-0A |
PIPE, DUCTILE IRON | LF |
173.00 | 0009 | $16.680000 | $-2,885.64 | ||||||
3012-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $610.240000 | $-610.24 | ||||||
3016-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0009 | $386.920000 | $-773.84 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
10.75 | 0010 | $191.330000 | $-2,056.80 | ||||||
0320-2-0A |
MISC PRECAST | EACH |
10.75 | 0010 | $191.330000 | $-2,056.80 | ||||||
0960-1-0A |
CLASS A CONC | CUYD |
13.20 | 0010 | $427.740000 | $-5,646.17 | ||||||
1810-1-1A |
STEEL REINUN 615GR60 | LB |
1,905.00 | 0010 | $0.450000 | $-857.25 | ||||||
1810-1-0A |
STEEL REINUN 615GR60 | LB |
2,510.00 | 0010 | $0.450000 | $-1,129.50 | ||||||
3002-1-2A |
PIPE, DUCTILE IRON | LF |
68.00 | 0010 | $30.440000 | $-2,069.92 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
80.00 | 0010 | $26.630000 | $-2,130.40 | ||||||
3007-1-0A |
PIPE, DUCTILE IRON | LF |
91.00 | 0010 | $16.680000 | $-1,517.88 | ||||||
3008-1-0A |
PIPE, DUCTILE IRON | LF |
49.00 | 0010 | $17.540000 | $-859.46 | ||||||
3012-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0010 | $610.240000 | $-610.24 | ||||||
3013-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0010 | $387.700000 | $-387.70 | ||||||
3014-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0010 | $307.140000 | $-614.28 | ||||||
3016-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0010 | $386.920000 | $-773.84 | ||||||
3032-1-0A |
UTILITY INCIDENTAL | LF |
42.00 | 0010 | $52.364000 | $-2,199.29 | ||||||
3035-1-0A |
UTILITY INCIDENTAL | LF |
64.00 | 0010 | $36.232000 | $-2,318.85 | ||||||
3037-1-0A |
UTILITY INCIDENTAL | LF |
64.00 | 0010 | $24.349000 | $-1,558.34 | ||||||
3038-1-0A |
UTILITY INCIDENTAL | LF |
64.00 | 0010 | $18.066000 | $-1,156.22 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
14.00 | 0010 | $10.070000 | $-140.98 | ||||||
0170-1-0A |
PIPE, ALUM ARCH CUL | LF |
24.00 | 0011 | $28.630000 | $-687.12 | ||||||
0320-2-0A |
MISC PRECAST | EACH |
17.25 | 0011 | $191.330000 | $-3,300.44 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
18.75 | 0011 | $191.330000 | $-3,587.44 | ||||||
1520-1-1A |
STEEL REINUN 615GR60 | LB |
548.32 | 0011 | $0.450000 | $-246.74 | ||||||
1520-1-0A |
STEEL REINUN 615GR60 | LB |
1,756.00 | 0011 | $0.450000 | $-790.20 | ||||||
1820-1-1A |
STEEL REINCO 615GR60 | LB |
1,368.00 | 0011 | $0.510000 | $-697.68 | ||||||
1820-1-0A |
STEEL REINCO 615GR60 | LB |
1,499.00 | 0011 | $0.510000 | $-764.49 | ||||||
3002-1-2A |
PIPE, DUCTILE IRON | LF |
61.00 | 0011 | $30.440000 | $-1,856.84 | ||||||
3008-1-0A |
PIPE, DUCTILE IRON | LF |
163.00 | 0011 | $17.540000 | $-2,859.02 | ||||||
3014-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0011 | $307.140000 | $-614.28 | ||||||
3032-1-0A |
UTILITY INCIDENTAL | LF |
36.00 | 0011 | $52.364000 | $-1,885.10 | ||||||
3038-1-0A |
UTILITY INCIDENTAL | LF |
63.00 | 0011 | $18.066000 | $-1,138.16 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
83.00 | 0011 | $10.070000 | $-835.81 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
11.00 | 0012 | $191.330000 | $-2,104.63 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
1.25 | 0012 | $382.660000 | $-478.33 | ||||||
0960-5-0A |
CLASS A CONC | CUYD |
3.00 | 0012 | $492.230000 | $-1,476.69 | ||||||
0960-4-0A |
CLASS A CONC | CUYD |
3.00 | 0012 | $492.230000 | $-1,476.69 | ||||||
0960-3-0A |
CLASS A CONC | CUYD |
3.00 | 0012 | $492.230000 | $-1,476.69 | ||||||
0960-2-0A |
CLASS A CONC | CUYD |
3.00 | 0012 | $492.230000 | $-1,476.69 | ||||||
1520-1-1A |
STEEL REINUN 615GR60 | LB |
1,365.68 | 0012 | $0.450000 | $-614.56 | ||||||
1530-1-1A |
STEEL REINCO 615GR60 | LB |
739.60 | 0012 | $0.510000 | $-377.20 | ||||||
1530-1-0A |
STEEL REINCO 615GR60 | LB |
933.00 | 0012 | $0.510000 | $-475.83 | ||||||
3002-1-2A |
PIPE, DUCTILE IRON | LF |
42.72 | 0012 | $30.440000 | $-1,300.40 | ||||||
3032-1-0A |
UTILITY INCIDENTAL | LF |
18.00 | 0012 | $52.364000 | $-942.55 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
112.00 | 0012 | $10.070000 | $-1,127.84 | ||||||
0220-1-0A |
PIPE, CMP 1.63 MM | LF |
124.00 | 0013 | $11.370000 | $-1,409.88 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
1.75 | 0013 | $191.330000 | $-334.83 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.75 | 0013 | $382.660000 | $-287.00 | ||||||
3004-1-0A |
PIPE, DUCTILE IRON | LF |
1.00 | 0013 | $60.640000 | $-60.64 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
37.00 | 0013 | $26.630000 | $-985.31 | ||||||
3007-1-0A |
PIPE, DUCTILE IRON | LF |
70.00 | 0013 | $16.680000 | $-1,167.60 | ||||||
3023-1-0A |
UTILITY INCIDENTAL | EACH |
5.00 | 0013 | $41.420000 | $-207.10 | ||||||
3037-1-0A |
UTILITY INCIDENTAL | LF |
63.00 | 0013 | $24.349000 | $-1,533.99 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
253.00 | 0013 | $10.070000 | $-2,547.71 | ||||||
4007-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0013 | $969.570000 | $-969.57 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
17.75 | 0014 | $191.330000 | $-3,396.11 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
4.00 | 0014 | $382.660000 | $-1,530.64 | ||||||
1330-1-0A |
STEEL REINCO 615GR60 | LB |
598.43 | 0014 | $0.610000 | $-365.04 | ||||||
3003-1-0A |
PIPE, PVC WATER MAIN | LF |
3.00 | 0014 | $121.880000 | $-365.64 | ||||||
3013-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0014 | $387.700000 | $-387.70 | ||||||
3035-1-0A |
UTILITY INCIDENTAL | LF |
34.00 | 0014 | $36.232000 | $-1,231.89 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
140.00 | 0014 | $10.070000 | $-1,409.80 | ||||||
4003-1-0A |
PIPE, PVC AASHTOM304 | LF |
70.00 | 0014 | $4.640000 | $-324.80 | ||||||
4013-1-0A |
UTILITY INCIDENTAL | LF |
64.00 | 0014 | $18.066000 | $-1,156.22 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
6.50 | 0015 | $191.330000 | $-1,243.65 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
1.25 | 0015 | $382.660000 | $-478.33 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
201.79 | 0015 | $0.704900 | $-142.24 | ||||||
0960-12-0A |
CLASS A CONC | CUYD |
7.95 | 0015 | $467.200000 | $-3,714.24 | ||||||
0960-11-0A |
CLASS A CONC | CUYD |
7.95 | 0015 | $467.200000 | $-3,714.24 | ||||||
0960-10-0A |
CLASS A CONC | CUYD |
7.95 | 0015 | $467.200000 | $-3,714.24 | ||||||
0960-9-0A |
CLASS A CONC | CUYD |
8.40 | 0015 | $524.720000 | $-4,407.65 | ||||||
0960-8-0A |
CLASS A CONC | CUYD |
7.20 | 0015 | $464.590000 | $-3,345.05 | ||||||
0960-7-0A |
CLASS A CONC | CUYD |
7.20 | 0015 | $464.590000 | $-3,345.05 | ||||||
0960-6-0A |
CLASS A CONC | CUYD |
7.20 | 0015 | $464.590000 | $-3,345.05 | ||||||
1530-1-1A |
STEEL REINCO 615GR60 | LB |
71.40 | 0015 | $0.510000 | $-36.41 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
49.00 | 0015 | $26.630000 | $-1,304.87 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
329.00 | 0015 | $10.070000 | $-3,313.03 | ||||||
0310-1-0A |
FRAMES AND GRATES GI | EACH |
2.00 | 0016 | $404.814000 | $-809.63 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
14.75 | 0016 | $191.330000 | $-2,822.12 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
1.75 | 0016 | $382.660000 | $-669.66 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
3,104.98 | 0016 | $0.704900 | $-2,188.70 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
10.00 | 0016 | $26.630000 | $-266.30 | ||||||
3008-1-0A |
PIPE, DUCTILE IRON | LF |
39.85 | 0016 | $17.540000 | $-698.97 | ||||||
3016-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0016 | $386.920000 | $-773.84 | ||||||
3022-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0016 | $124.750000 | $-124.75 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
111.20 | 0016 | $10.070000 | $-1,119.78 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
9.00 | 0017 | $191.330000 | $-1,721.97 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.25 | 0017 | $382.660000 | $-95.67 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
3,463.34 | 0017 | $0.704900 | $-2,441.31 | ||||||
0960-9-0A |
CLASS A CONC | CUYD |
5.55 | 0017 | $524.720000 | $-2,912.19 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
116.00 | 0017 | $26.630000 | $-3,089.08 | ||||||
3012-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0017 | $610.240000 | $-1,220.48 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
20.50 | 0018 | $191.330000 | $-3,922.27 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
2.50 | 0018 | $382.660000 | $-956.65 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
6,007.34 | 0018 | $0.704900 | $-4,234.57 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
16.00 | 0018 | $10.070000 | $-161.12 | ||||||
0130-1-0A |
PIPE, CMP 1.63 MM | LF |
12.00 | 0019 | $19.840000 | $-238.08 | ||||||
0320-1-0A |
FRAMES AND GRATES GI | EACH |
9.25 | 0019 | $191.330000 | $-1,769.80 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
6.55 | 0019 | $382.660000 | $-2,506.42 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
4,051.40 | 0019 | $0.704900 | $-2,855.83 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
15.00 | 0019 | $26.630000 | $-399.45 | ||||||
3012-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0019 | $610.240000 | $-610.24 | ||||||
3022-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0019 | $124.750000 | $-124.75 | ||||||
3025-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0019 | $39.000000 | $-78.00 | ||||||
0130-1-0A |
PIPE, CMP 1.63 MM | LF |
61.50 | 0020 | $19.840000 | $-1,220.16 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
3.95 | 0020 | $382.660000 | $-1,511.51 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
2,526.22 | 0020 | $0.704900 | $-1,780.73 | ||||||
4003-1-0A |
PIPE, PVC AASHTOM304 | LF |
14.00 | 0020 | $4.640000 | $-64.96 | ||||||
4006-1-0A |
MISC PRECAST | EACH |
1.00 | 0020 | $969.570000 | $-969.57 | ||||||
4008-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0020 | $1136.880000 | $-1,136.88 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
4.50 | 0021 | $382.660000 | $-1,721.97 | ||||||
0610-2-0A |
GEOTEXTILE TYPE IV | SQYD |
8,751.01 | 0021 | $0.715790 | $-6,263.89 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
8,751.01 | 0021 | $0.704900 | $-6,168.59 | ||||||
1160-2-0A |
PILES | FT |
832.17 | 0021 | $36.810000 | $-30,632.18 | ||||||
1160-1-0A |
PILES | FT |
700.00 | 0021 | $37.160000 | $-26,012.00 | ||||||
1170-1-0A |
PILE POINTS | EACH |
13.00 | 0021 | $276.925000 | $-3,600.03 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.75 | 0022 | $382.660000 | $-287.00 | ||||||
0610-2-0A |
GEOTEXTILE TYPE IV | SQYD |
9,483.21 | 0022 | $0.715790 | $-6,787.99 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
9,483.21 | 0022 | $0.704900 | $-6,684.71 | ||||||
1160-2-0A |
PILES | FT |
147.83 | 0022 | $36.810000 | $-5,441.62 | ||||||
1170-1-0A |
PILE POINTS | EACH |
11.00 | 0022 | $276.925000 | $-3,046.18 | ||||||
4005-1-0A |
PIPE, PVC AASHTOM304 | LF |
22.00 | 0022 | $1.310000 | $-28.82 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.50 | 0023 | $382.660000 | $-191.33 | ||||||
0610-2-0A |
GEOTEXTILE TYPE IV | SQYD |
10,638.09 | 0023 | $0.715790 | $-7,614.64 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
10,638.09 | 0023 | $0.704900 | $-7,498.79 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
70.00 | 0023 | $10.070000 | $-704.90 | ||||||
4003-1-0A |
PIPE, PVC AASHTOM304 | LF |
196.00 | 0023 | $4.640000 | $-909.44 | ||||||
4005-1-0A |
PIPE, PVC AASHTOM304 | LF |
3.00 | 0023 | $1.310000 | $-3.93 | ||||||
4007-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0023 | $969.570000 | $-969.57 | ||||||
4008-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0023 | $1136.880000 | $-1,136.88 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.75 | 0024 | $382.660000 | $-287.00 | ||||||
0610-2-0A |
GEOTEXTILE TYPE IV | SQYD |
773.55 | 0024 | $0.715790 | $-553.70 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
773.55 | 0024 | $0.704900 | $-545.28 | ||||||
3006-1-0A |
PIPE, DUCTILE IRON | LF |
12.42 | 0024 | $26.630000 | $-330.74 | ||||||
4002-1-0A |
PIPE, PVC AASHTOM304 | LF |
19.80 | 0024 | $10.070000 | $-199.39 | ||||||
4003-1-0A |
PIPE, PVC AASHTOM304 | LF |
85.00 | 0024 | $4.640000 | $-394.40 | ||||||
4006-1-0A |
MISC PRECAST | EACH |
1.00 | 0024 | $969.570000 | $-969.57 | ||||||
4008-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0024 | $1136.880000 | $-2,273.76 | ||||||
4013-1-0A |
UTILITY INCIDENTAL | LF |
60.00 | 0024 | $18.066000 | $-1,083.96 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
1.50 | 0025 | $382.660000 | $-573.99 | ||||||
0610-2-0A |
GEOTEXTILE TYPE IV | SQYD |
20,854.14 | 0025 | $0.715790 | $-14,927.19 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
18,738.63 | 0025 | $0.704900 | $-13,208.86 | ||||||
3012-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0025 | $610.240000 | $-610.24 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
1.25 | 0026 | $382.660000 | $-478.33 | ||||||
0300-1-0A |
FRAMES AND GRATES ST | EACH |
0.50 | 0027 | $519.612000 | $-259.80 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.25 | 0027 | $382.660000 | $-95.67 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.25 | 0028 | $382.660000 | $-95.67 | ||||||
1290-1-0A |
STEEL REINUN 615GR60 | LB |
6,792.65 | 0028 | $0.450000 | $-3,056.69 | ||||||
0790-1-0A |
EROSION CTRL BLANKET | SQYD |
3,779.22 | 0029 | $0.295000 | $-1,114.87 | ||||||
0790-1-0A |
EROSION CTRL BLANKET | SQYD |
3,672.33 | 0030 | $0.295000 | $-1,083.34 | ||||||
1290-1-0A |
STEEL REINUN 615GR60 | LB |
3,888.35 | 0030 | $0.450000 | $-1,749.76 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.25 | 0031 | $382.660000 | $-95.67 | ||||||
0790-1-0A |
EROSION CTRL BLANKET | SQYD |
15,176.56 | 0031 | $0.295000 | $-4,477.08 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
-4.00 | 0032 | $382.660000 | $1,530.64 | ||||||
0310-1-0A |
FRAMES AND GRATES GI | EACH |
0.75 | 0033 | $404.814000 | $-303.61 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.50 | 0034 | $382.660000 | $-191.33 | ||||||
0290-1-0A |
FRAMES AND GRATES ST | EACH |
1.00 | 0036 | $275.918000 | $-275.91 | ||||||
0150-1-0A |
PIPE, CMP 1.63 MM | LF |
10.00 | 0038 | $22.460000 | $-224.60 | ||||||
0290-1-0A |
FRAMES AND GRATES ST | EACH |
1.00 | 0038 | $275.918000 | $-275.91 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
7.75 | 0038 | $382.660000 | $-2,965.62 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
1.75 | 0039 | $382.660000 | $-669.66 | ||||||
0300-1-0A |
FRAMES AND GRATES ST | EACH |
0.50 | 0040 | $519.612000 | $-259.80 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
1.25 | 0040 | $382.660000 | $-478.33 | ||||||
0310-1-0A |
FRAMES AND GRATES GI | EACH |
0.25 | 0041 | $404.814000 | $-101.20 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
2.75 | 0041 | $382.660000 | $-1,052.32 | ||||||
0300-1-0A |
FRAMES AND GRATES ST | EACH |
0.50 | 0042 | $519.612000 | $-259.80 | ||||||
0300-1-0A |
FRAMES AND GRATES ST | EACH |
0.25 | 0044 | $519.612000 | $-129.90 | ||||||
0790-1-0A |
EROSION CTRL BLANKET | SQYD |
472.50 | 0044 | $0.295000 | $-139.39 | ||||||
0790-1-0A |
EROSION CTRL BLANKET | SQYD |
858.02 | 0046 | $0.295000 | $-253.12 | ||||||
0300-1-0A |
FRAMES AND GRATES ST | EACH |
0.25 | 0047 | $519.612000 | $-129.90 | ||||||
0790-1-0A |
EROSION CTRL BLANKET | SQYD |
1,293.00 | 0047 | $0.295000 | $-381.43 | ||||||
0790-1-0A |
EROSION CTRL BLANKET | SQYD |
1,703.33 | 0048 | $0.295000 | $-502.48 | ||||||
0790-1-0A |
EROSION CTRL BLANKET | SQYD |
980.44 | 0049 | $0.295000 | $-289.23 | ||||||
| SUBTOT | $15,320.06 |
|||||||||||