|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:02/04/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061002 | Estimate Number | 0098 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05380) Slone, Christopher L. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 04/05/2013 TO 11/14/2013 | ||||||
| Date Approved | 02/04/2014 | ||||||
| Primary Proj Number | DE10676360602 | ||||||
| Project No. | FD04 106 7636 | ||||||
| Primary County | SHELBY | ||||||
| Name of Road | SHELBYVILLE NORTHWEST BY-PASS JL01 | ||||||
| Description | NORTHERN BY-PASS OF SHELBYVILLE FROM US 60W TO KY 55N | ||||||
| Date Let | 03/31/2006 | Formal Acceptance | 05/27/2011 | ||||
| Date Awarded | 04/20/2006 | Date Work Began | 09/13/2006 | ||||
| Date Contract Executed | 06/01/2006 | Open To Traffic | 10/27/2010 | ||||
| Date NTP Issued | 06/01/2006 | Actual Completion Date | 10/27/2010 | ||||
| Current Contract Amount | $26,090,186.47 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $25,747,900.00 |
Total Earnings | $24,907,178.43 |
$24,757,822.71 |
$149,355.72 |
|
| Percent Complete | 96.42 |
Stockpiled Materials | $-381,512.69 |
$-381,512.69 |
$0.00 |
|
| Funds Available | $933,992.35 |
Gross Earnings | $24,525,665.74 |
$24,376,310.02 |
$149,355.72 |
|
| Total Change Orders | $342,286.47 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $25,156,194.12 |
$25,006,838.40 |
$149,355.72 |
|||
| Contract Id | 061002 | Change Order Summary |
County | SHELBY | ||||||
| Estimate Nbr | 0098 | Project Number | FD04 106 7636 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 04/05/2013 TO 11/14/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Sewer Line Changes | Approved | 10/05/2006 | $81,226.00 | 0.0 | |||||
| 002 | Stream Mitigation In-lieu Fee | Approved | 09/04/2007 | $-291,740.21 | 0.0 | |||||
| 003 | Additional Sewer Work | Approved | 11/14/2007 | $36,138.00 | 1.0 | |||||
| 004 | Additional Sewer and Water Work | Approved | 05/04/2010 | $4,892.50 | 0.0 | |||||
| 005 | Temporary Signal Pole and Removable Tape for Striping | Approved | 07/12/2010 | $5,423.42 | 0.0 | |||||
| 006 | Asphalt Mill and Overlay with Slide Repair on CSX RR Appr | Approved | 01/24/2011 | $77,902.42 | 4.0 | |||||
| 007 | Liquidated Damages Override | Approved | 09/09/2010 | $0.00 | 0.0 | |||||
| 008 | Non Spec Material-Pavement Thickness Cores Override | Approved | 01/12/2011 | $0.00 | 0.0 | |||||
| 009 | FAA Adjustments and Pavement Markings | Approved | 05/31/2011 | $428,444.34 | 0.0 | |||||
| 010 | Lot Pay Adjustment and Non Spec Material Override | Approved | 07/19/2013 | $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 |
||
| DE10676360602 | 3240 | CL2 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 508.91 |
$1.00 |
$508.91 |
||
| DE10676360602 | 3420 | ROADWAY EXCAVATION | FUEL | 0025 | 1,509.61 |
$1.00 |
$1,509.61 |
||
| DE10676360602 | 3420 | ROADWAY EXCAVATION | OTHER | 0025 | -21,000.00 |
$1.00 |
$-21,000.00 |
||
| DE10676360602 | 3420 | ROADWAY EXCAVATION | OTHER | 0026 | -39,000.00 |
$1.00 |
$-39,000.00 |
||
| DE10676360602 | 3420 | ROADWAY EXCAVATION | FUEL | 0029 | 13,498.56 |
$1.00 |
$13,498.56 |
||
| DE10676360602 | 3420 | ROADWAY EXCAVATION | FUEL | 0033 | 14,774.05 |
$1.00 |
$14,774.05 |
||
| DE10676360602 | 3130 | DGA BASE | FUEL | 0039 | 322.79 |
$1.00 |
$322.79 |
||
| DE10676360602 | 3240 | CL2 ASPH BASE 0.75D PG64-22 | FUEL | 0039 | 1,301.80 |
$1.00 |
$1,301.80 |
||
| DE10676360602 | 3240 | CL2 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0039 | 486.52 |
$1.00 |
$486.52 |
||
| DE10676360602 | 3420 | ROADWAY EXCAVATION | FUEL | 0039 | 17,366.90 |
$1.00 |
$17,366.90 |
||
| DE10676360602 | 3240 | CL2 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 4,547.77 |
$1.00 |
$4,547.77 |
||
| DE10676360602 | 3130 | DGA BASE | FUEL | 0055 | 3,054.82 |
$1.00 |
$3,054.82 |
||
| DE10676360602 | 3240 | CL2 ASPH BASE 0.75D PG64-22 | FUEL | 0055 | 5,026.86 |
$1.00 |
$5,026.86 |
||
| DE10676360602 | 3420 | ROADWAY EXCAVATION | FUEL | 0055 | 127,346.87 |
$1.00 |
$127,346.87 |
||
| DE10676360602 | 3300 | JPC PAVEMENT-10 INCH | OTHER | 0059 | 381,512.68 |
$1.00 |
$381,512.68 |
||
| DE10676360602 | 3300 | JPC PAVEMENT-10 INCH | OTHER | 0060 | 0.00 |
$0.00 |
$-381,512.68 |
||
| DE10676360602 | 3130 | DGA BASE | FUEL | 0073 | 5,719.55 |
$1.00 |
$5,719.55 |
||
| DE10676360602 | 3170 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0073 | 2,185.37 |
$1.00 |
$2,185.37 |
||
| DE10676360602 | 3210 | CL2 ASPH BASE 1.00D PG64-22 | FUEL | 0073 | 4,331.43 |
$1.00 |
$4,331.43 |
||
| DE10676360602 | 3210 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0073 | 35,247.23 |
$1.00 |
$35,247.23 |
||
| DE10676360602 | 3220 | CL3 ASPH BASE 1.00D PG64-22 | FUEL | 0073 | 3,769.90 |
$1.00 |
$3,769.90 |
||
| DE10676360602 | 3220 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0073 | 30,092.34 |
$1.00 |
$30,092.34 |
||
| DE10676360602 | 3240 | CL2 ASPH BASE 0.75D PG64-22 | FUEL | 0073 | 1,667.61 |
$1.00 |
$1,667.61 |
||
| DE10676360602 | 3240 | CL2 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0073 | 20,690.40 |
$1.00 |
$20,690.40 |
||
| DE10676360602 | 3260 | CL2 ASPH SURF 0.38D PG64-22 | FUEL | 0073 | 647.56 |
$1.00 |
$647.56 |
||
| DE10676360602 | 3260 | CL2 ASPH SURF 0.38D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0073 | 9,165.47 |
$1.00 |
$9,165.47 |
||
| DE10676360602 | 3300 | JPC PAVEMENT-10 INCH | FUEL | 0073 | 1,021.45 |
$1.00 |
$1,021.45 |
||
| DE10676360602 | 3420 | ROADWAY EXCAVATION | FUEL | 0073 | 4,731.93 |
$1.00 |
$4,731.93 |
||
| Contract Id | 061002 | COMMONWEALTH OF KENTUCKY |
County | SHELBY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE10676360602 | |||||||
| Estimate Nbr | 0098 | Period | 04/05/2013 TO 11/14/2013 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | 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 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 253.00 | 253.000 | 6,936.650 | 6,936.650 | 51.00 | 353,769.15 | |||
| 0030 | ENTRANCE PIPE-15 INCH | 00440 | LF | 698.50 | 726.000 | 390.000 | 390.000 | 26.50 | 10,335.00 | |||
| 0040 | ENTRANCE PIPE-18 INCH | 00441 | LF | 114.40 | 114.400 | 44.000 | 44.000 | 29.00 | 1,276.00 | |||
| 0050 | ENTRANCE PIPE-24 INCH | 00443 | LF | 438.30 | 438.300 | 435.700 | 435.700 | 32.00 | 13,942.40 | |||
| 0060 | ENTRANCE PIPE-30 INCH | 00445 | LF | 162.30 | 162.300 | 74.000 | 74.000 | 36.00 | 2,664.00 | |||
| 0070 | ENTRANCE PIPE-24 INCH EQUIV | 00452 | LF | 33.20 | 64.000 | 64.000 | 64.000 | 33.00 | 2,112.00 | |||
| 0080 | CULVERT PIPE-15 INCH | 00461 | LF | 1,696.80 | 1,696.800 | 1,875.000 | 1,875.000 | 41.00 | 76,875.00 | |||
| 0090 | CULVERT PIPE-18 INCH | 00462 | LF | 793.70 | 793.700 | 754.400 | 754.400 | 49.00 | 36,965.60 | |||
| 0100 | CULVERT PIPE-24 INCH | 00464 | LF | 511.80 | 511.800 | 523.100 | 523.100 | 58.00 | 30,339.80 | |||
| 0110 | CULVERT PIPE-30 INCH | 00466 | LF | 691.60 | 691.600 | 691.600 | 691.600 | 79.00 | 54,636.40 | |||
| 0120 | CULVERT PIPE-36 INCH | 00468 | LF | 732.50 | 732.500 | 732.300 | 732.300 | 94.00 | 68,836.20 | |||
| 0130 | CULVERT PIPE-36 INCH NO ALT. | 00468 | LF | 44.80 | 44.800 | 44.800 | 44.800 | 88.00 | 3,942.40 | |||
| 0140 | CULVERT PIPE-42 INCH | 00469 | LF | 142.80 | 142.800 | 142.800 | 142.800 | 121.00 | 17,278.80 | |||
| 0150 | CULVERT PIPE-48 INCH | 00470 | LF | 678.00 | 678.000 | 590.000 | 590.000 | 123.00 | 72,570.00 | |||
| 0160 | CULVERT PIPE-60 INCH | 00472 | LF | 82.50 | 82.500 | 80.000 | 80.000 | 183.00 | 14,640.00 | |||
| 0170 | CULVERT PIPE-72 INCH | 00474 | LF | 238.60 | 238.600 | 237.200 | 237.200 | 220.00 | 52,184.00 | |||
| 0180 | CULVERT PIPE-54 INCH EQUIV | 00500 | LF | 131.70 | 131.700 | 131.700 | 131.700 | 240.00 | 31,608.00 | |||
| 0190 | STORM SEWER PIPE-15 INCH | 00521 | LF | 137.30 | 137.300 | 178.000 | 178.000 | 40.00 | 7,120.00 | |||
| 0200 | STORM SEWER PIPE-18 INCH | 00522 | LF | 10.30 | 10.300 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0210 | STORM SEWER PIPE-24 INCH | 00524 | LF | 46.20 | 46.200 | 35.000 | 35.000 | 50.00 | 1,750.00 | |||
| 0220 | PERFORATED PIPE-4 INCH | 01000 | LF | 81,085.40 | 81,085.400 | 62,776.000 | 62,776.000 | 2.75 | 172,634.00 | |||
| 0230 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 6,223.50 | 6,223.500 | 1,962.000 | 1,962.000 | 10.20 | 20,012.40 | |||
| 0240 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,750.00 | 25,750.00 | |||
| 0250 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 31.00 | 31.000 | 13.000 | 13.000 | 400.00 | 5,200.00 | |||
| 0260 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 73.00 | 73.000 | 36.000 | 36.000 | 425.00 | 15,300.00 | |||
| 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 153.00 | 153.000 | 109.000 | 109.000 | 450.00 | 49,050.00 | |||
| 0280 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0290 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 19.00 | 19.000 | 18.000 | 18.000 | 1,480.00 | 26,640.00 | |||
| 0300 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 2,150.00 | 10,750.00 | |||
| 0310 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 2,550.00 | 17,850.00 | |||
| 0320 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,750.00 | 22,500.00 | |||
| 0330 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 4,650.00 | 9,300.00 | |||
| 0340 | CURB BOX INLET TYPE A | 01456 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,100.00 | 15,500.00 | |||
| 0350 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0360 | DROP BOX INLET TYPE 5F | 01517 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 3,200.00 | 70,400.00 | |||
| 0370 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,050.00 | 2,050.00 | |||
| 0380 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0390 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,900.00 | 2,900.00 | |||
| 0400 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 38.00 | 38.000 | 29.000 | 29.000 | 75.00 | 2,175.00 | |||
| 0410 | STANDARD CURB AND GUTTER | 01810 | LF | 891.20 | 891.200 | 900.500 | 900.500 | 20.00 | 18,010.00 | |||
| 0420 | BARRICADE-TYPE III | 02014 | EACH | 65.00 | 65.000 | 34.000 | 34.000 | 200.00 | 6,800.00 | |||
| 0430 | REMOVE PAVEMENT | 02091 | SQYD | 280.49 | 280.490 | 130.000 | 130.000 | 4.00 | 520.00 | |||
| 0440 | TEMPORARY DITCH | 02159 | LF | 23,780.00 | 23,780.000 | 2,287.000 | 2,287.000 | 2.00 | 4,574.00 | |||
| 0460 | GRANULAR EMBANKMENT | 02223 | CUYD | 6,250.00 | 6,250.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0470 | WATER | 02242 | MGAL | 2,250.00 | 2,250.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0480 | FENCE-WOVEN WIRE TYPE 2 | 02263 | LF | 43,104.00 | 43,644.000 | 46,974.000 | 46,974.000 | 4.80 | 225,475.20 | |||
| 0490 | GUARDRAIL-STEEL W BEAM-D FACE CR | 02352 | LF | 275.00 | 275.000 | 225.000 | 225.000 | 24.70 | 5,557.50 | |||
| 0500 | REMOVE GUARDRAIL | 02381 | LF | 335.70 | 335.700 | 337.500 | 337.500 | 1.50 | 506.25 | |||
| 0510 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 68.00 | 68.000 | 66.000 | 66.000 | 70.00 | 4,620.00 | |||
| 0520 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 70.00 | 210.00 | |||
| 0530 | CLEAN SINKHOLE | 02469 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0540 | CHANNEL LINING CLASS II | 02483 | TON | 2,595.20 | 3,729.340 | 5,263.580 | 5,263.580 | 19.50 | 102,639.81 | |||
| 0550 | CHANNEL LINING CLASS III | 02484 | TON | 4,490.10 | 4,490.100 | 4,082.410 | 4,082.410 | 21.50 | 87,771.81 | |||
| 0560 | CLEARING AND GRUBBING 138 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 380,000.00 | 380,000.00 | |||
| 0570 | CONCRETE-CLASS B | 02555 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0580 | SIGNS | 02562 | SQFT | 1,162.50 | 1,162.500 | 1,196.500 | 1,196.500 | 7.00 | 8,375.50 | |||
| 0590 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 5,853.00 | 6,686.000 | 16,312.890 | 16,312.890 | 1.75 | 28,547.55 | |||
| 0600 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0610 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 0620 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 0630 | DIVERSIONS (BY-PASS DETOURS) NO. 3 | 02651 | LS | 1.00 | 1.000 | 2.000 | 2.000 | 65,000.00 | 130,000.00 | |||
| 0640 | TEMPORARY SILT FENCE | 02701 | LF | 23,780.00 | 23,780.000 | 10,107.000 | 10,107.000 | 2.80 | 28,299.60 | |||
| 0650 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 15.000 | 15.000 | 1,000.00 | 15,000.00 | |||
| 0660 | SILT TRAP TYPE B | 02704 | EACH | 437.00 | 437.000 | 169.000 | 169.000 | 235.00 | 39,715.00 | |||
| 0670 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 9.000 | 9.000 | 75.00 | 675.00 | |||
| 0680 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,748.00 | 1,748.000 | 125.000 | 125.000 | 25.00 | 3,125.00 | |||
| 0690 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 47,560.00 | 47,560.000 | 640.000 | 640.000 | 1.00 | 640.00 | |||
| 0700 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 515.40 | 515.400 | 520.500 | 520.500 | 28.00 | 14,574.00 | |||
| 0710 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 188,000.00 | 188,000.00 | |||
| 0720 | JUNCTION BOX TYPE B | 04811 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 0730 | EROSION CONTROL BLANKET | 05950 | SQYD | 14,688.10 | 14,688.100 | 80,523.000 | 80,523.000 | 1.19 | 95,822.37 | |||
| 0740 | TEMPORARY MULCH | 05952 | SQYD | 667,920.00 | 667,920.000 | 122,250.000 | 122,250.000 | 0.13 | 15,892.50 | |||
| 0750 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 37,406.00 | 37,406.000 | 87,251.000 | 87,251.000 | 0.17 | 14,832.67 | |||
| 0760 | TOPDRESSING FERTILIZER | 05966 | TON | 19.70 | 19.700 | 0.000 | 0.000 | 470.00 | 0.00 | |||
| 0770 | SEEDING AND PROTECTION | 05985 | SQYD | 374,060.00 | 424,557.000 | 367,876.800 | 367,876.800 | 0.25 | 91,969.20 | |||
| 0780 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 98,736.11 | 98,736.110 | 141,530.100 | 141,530.100 | 0.18 | 25,475.41 | |||
| 0790 | SODDING | 05990 | SQYD | 621.07 | 621.070 | 621.000 | 621.000 | 5.00 | 3,105.00 | |||
| 0800 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 200.00 | 200.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0810 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 11,532.18 | 11,532.180 | 49,578.000 | 49,578.000 | 0.14 | 6,940.92 | |||
| 0820 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 142,139.20 | 370,274.000 | 273,552.000 | 273,552.000 | 0.16 | 43,768.32 | |||
| 0830 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 1,248.42 | 1,248.420 | 8,230.000 | 8,230.000 | 0.95 | 7,818.50 | |||
| 0840 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 1,598.40 | 1,598.400 | 904.000 | 904.000 | 1.89 | 1,708.56 | |||
| 0850 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 722.48 | 0.000 | 0.000 | 0.000 | 3.68 | 0.00 | |||
| 0860 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 26,167.40 | 0.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0870 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 66.37 | 0.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| 0880 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 161.00 | 161.000 | 50.000 | 50.000 | 6.98 | 349.00 | |||
| 0890 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 263.00 | 263.000 | 262.000 | 262.000 | 19.95 | 5,226.90 | |||
| 0900 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 582.00 | 582.000 | 450.000 | 450.000 | 19.95 | 8,977.50 | |||
| 0910 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 547.00 | 547.000 | 547.000 | 547.000 | 19.95 | 10,912.65 | |||
| 0920 | CONCRETE-CLASS A | 08100 | CUYD | 274.46 | 274.460 | 144.510 | 144.510 | 100.00 | 14,451.00 | |||
| 0930 | STEEL REINFORCEMENT | 08150 | LB | 21,228.00 | 21,228.000 | 11,304.420 | 11,304.420 | 0.10 | 1,130.44 | |||
| 0940 | G/R STEEL W BEAM-S FACE CR | 20060ES719 | LF | 13,450.00 | 13,450.000 | 13,568.750 | 13,568.750 | 14.66 | 198,917.87 | |||
| 0950 | G/R TERMINAL SECT NO.1 CR | 20062ES719 | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 40.00 | 440.00 | |||
| 0960 | QC FOR STRUCTURAL AND NONSTRUCTURAL CONC | 20178ES113 | LS | 1.00 | 1.000 | -0.500 | 1.000 | 0.500 | 20,000.00 | -10,000.00 | 10,000.00 | |
| 0980 | GUARDRAIL END TREATMENT TY 2A-CR | 20285ES719 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 615.00 | 4,920.00 | |||
| 0990 | GUARDRAIL END TREAT TY 4A-CR | 20312ES719 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 2,285.00 | 25,135.00 | |||
| 1000 | G/R CONN TO BRIDGE END TY A-CR | 20382ES719 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,683.00 | 21,464.00 | |||
| 1010 | SILT TRAP TYPE C | 20496NS843 | EACH | 23.00 | 23.000 | 24.000 | 24.000 | 125.00 | 3,000.00 | |||
| 1020 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 69.00 | 69.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 1030 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1040 | ROLLED CURB AND GUTTER | 20914ED | LF | 220.97 | 220.970 | 220.000 | 220.000 | 26.00 | 5,720.00 | |||
| 1050 | CRASH CUSHION TYPE IX-A CR | 21040NS719 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,350.00 | 10,700.00 | |||
| 1060 | G/R CONN TO BRIDGE END TYPE A1 CR | 21041NS719 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 230.00 | 460.00 | |||
| 1070 | CULVERT PIPE-72 IN EQUIV | 21042ES701 | LF | 114.40 | 114.400 | 114.000 | 114.000 | 70.00 | 7,980.00 | |||
| 1080 | CULVERT PIPE-72 IN EQUIV | 21042ES701 | LF | 114.40 | 114.400 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1090 | CONSTRUCTION TRAILER | 21325ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,500.00 | 33,500.00 | |||
| 8000 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | 6,000.000 | -117,000.000 | -111,000.000 | 1.00 | 6,000.00 | -111,000.00 | |
| 8001 | NON-SPEC MATERIAL Pavement Thickness Cores | 10070NS | DOLL | 0.00 | 0.001 | -10,232.740 | -10,232.740 | 1.00 | -10,232.74 | |||
| 8002 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 21,244.509 | 0.000 | 21,244.509 | 1.00 | 21,244.50 | 21,244.50 | |
| 8003 | NON-SPEC MATERIAL #57 Stone for Drainage Blanket | 10070NS | DOLL | 0.00 | 0.001 | -27,013.510 | 0.000 | -27,013.510 | 1.00 | -27,013.51 | -27,013.51 | |
| 8020 | TEMPORARY SIGNAL Temp Signal Pole to Construct Area for Permanent Pole. | 04935 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,673.42 | 3,673.42 | |||
| 8030 | PAVE STRIPING-TEMP REM TAPE-Y Removable tape for diversions over concrete pavement. | 06551 | LF | 0.00 | 700.000 | 1,920.000 | 1,920.000 | 2.50 | 4,800.00 | |||
| 8060 | DOUBLE VEHICULAR WOVEN WIRE GATE 24 FT | 02289 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,263.00 | 4,526.00 | |||
| 8070 | EDGE KEY ASPHALT | 02585 | LF | 0.00 | 103.000 | 103.000 | 103.000 | 50.00 | 5,150.00 | |||
| 8080 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 22,061.010 | 10,091.050 | 22,061.010 | 32,152.060 | 1.00 | 10,091.05 | 32,152.06 | |
| 8090 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 351,676.150 | 12,248.330 | 351,676.150 | 363,924.480 | 1.00 | 12,248.33 | 363,924.48 | |
| 8100 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 0.00 | 110.000 | 110.000 | 110.000 | 89.00 | 9,790.00 | |||
| 8110 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 0.00 | 20.000 | 20.000 | 20.000 | 89.00 | 1,780.00 | |||
| 8120 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 275.00 | 1,100.00 | |||
| 8130 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 0.00 | 583.000 | 583.000 | 583.000 | 7.95 | 4,634.85 | |||
| 8140 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | LF | 0.00 | 904.000 | 0.000 | 0.000 | 3.95 | 0.00 | |||
| 8150 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 592.000 | 592.000 | 592.000 | 16.00 | 9,472.00 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0002 CULVERT | |||||||
| 1100 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 10.50 | 10.500 | 10.500 | 10.500 | 500.00 | 5,250.00 | |||
| 1110 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 16.00 | 16.000 | 16.000 | 16.000 | 45.00 | 720.00 | |||
| 1120 | FOUNDATION PREPARATION 25035 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1130 | CONCRETE-CLASS A | 08100 | CUYD | 80.40 | 80.400 | 80.340 | 80.340 | 370.00 | 29,725.80 | |||
| 1140 | STEEL REINFORCEMENT | 08150 | LB | 9,320.00 | 9,320.000 | 9,319.980 | 9,319.980 | 0.75 | 6,989.98 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0003 CULVERT | |||||||
| 1150 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 392.00 | 392.000 | 391.990 | 391.990 | 45.00 | 17,639.55 | |||
| 1160 | FOUNDATION PREPARATION 25032 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,000.00 | 22,000.00 | |||
| 1170 | CONCRETE-CLASS A | 08100 | CUYD | 471.20 | 471.200 | 471.200 | 471.200 | 370.00 | 174,344.00 | |||
| 1180 | STEEL REINFORCEMENT | 08150 | LB | 46,630.00 | 46,630.000 | 46,630.000 | 46,630.000 | 0.75 | 34,972.50 | |||
| 1190 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0004 CULVERT | |||||||
| 1200 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 65.00 | 65.000 | 65.000 | 65.000 | 45.00 | 2,925.00 | |||
| 1210 | FOUNDATION PREPARATION 25036 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 1220 | CONCRETE-CLASS A | 08100 | CUYD | 146.10 | 146.100 | 141.230 | 141.230 | 370.00 | 52,255.10 | |||
| 1230 | STEEL REINFORCEMENT | 08150 | LB | 15,334.00 | 15,334.000 | 14,822.990 | 14,822.990 | 0.75 | 11,117.24 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0005 CULVERT | |||||||
| 1240 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 435.00 | 435.000 | 435.000 | 435.000 | 45.00 | 19,575.00 | |||
| 1250 | FOUNDATION PREPARATION 25033 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 1260 | CONCRETE-CLASS A | 08100 | CUYD | 351.80 | 351.800 | 351.800 | 351.800 | 370.00 | 130,166.00 | |||
| 1270 | STEEL REINFORCEMENT | 08150 | LB | 52,160.00 | 52,160.000 | 52,160.000 | 52,160.000 | 0.75 | 39,120.00 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0006 BRIDGE | |||||||
| 1280 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 238.00 | 238.000 | 356.750 | 356.750 | 30.00 | 10,702.50 | |||
| 1290 | MASONRY COATING | 02998 | SQYD | 1,338.00 | 1,338.000 | 1,338.000 | 1,338.000 | 7.50 | 10,035.00 | |||
| 1300 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 173.30 | 173.300 | 173.300 | 173.300 | 50.00 | 8,665.00 | |||
| 1310 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 516.00 | 516.000 | 434.760 | 434.760 | 45.00 | 19,564.20 | |||
| 1320 | FOUNDATION PREPARATION 25030 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 105,000.00 | 105,000.00 | |||
| 1330 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,328.00 | 1,328.000 | 664.000 | 664.000 | 19.00 | 12,616.00 | |||
| 1340 | TEST PILES | 08033 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 60.00 | 6,000.00 | |||
| 1350 | PILES-STEEL HP14X89 | 08051 | LF | 2,357.00 | 2,357.000 | 2,263.000 | 2,263.000 | 51.00 | 115,413.00 | |||
| 1360 | PILE POINTS-14 INCH | 08095 | EACH | 52.00 | 52.000 | 52.000 | 52.000 | 125.00 | 6,500.00 | |||
| 1370 | CONCRETE-CLASS A | 08100 | CUYD | 774.30 | 774.300 | 772.320 | 772.320 | 370.00 | 285,758.40 | |||
| 1380 | CONCRETE-CLASS AA | 08104 | CUYD | 838.10 | 838.100 | 838.100 | 838.100 | 421.00 | 352,840.10 | |||
| 1390 | STEEL REINFORCEMENT | 08150 | LB | 90,339.00 | 90,339.000 | 90,324.910 | 90,324.910 | 0.75 | 67,743.68 | |||
| 1400 | STEEL REINF-EPOXY COATED | 08151 | LB | 267,567.00 | 267,567.000 | 267,567.000 | 267,567.000 | 0.82 | 219,404.94 | |||
| 1410 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,275.50 | 2,275.500 | 2,275.440 | 2,275.440 | 204.00 | 464,189.76 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0007 CULVERT | |||||||
| 1420 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 151.00 | 151.000 | 114.790 | 114.790 | 45.00 | 5,165.55 | |||
| 1430 | FOUNDATION PREPARATION 25034 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 1440 | CONCRETE-CLASS A | 08100 | CUYD | 321.90 | 321.900 | 321.900 | 321.900 | 370.00 | 119,103.00 | |||
| 1450 | STEEL REINFORCEMENT | 08150 | LB | 45,297.00 | 45,297.000 | 45,297.000 | 45,297.000 | 0.75 | 33,972.75 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0008 CULVERT | |||||||
| 1460 | FOUNDATION PREPARATION 25037 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 1470 | CONCRETE-CLASS A | 08100 | CUYD | 66.30 | 66.300 | 57.870 | 57.870 | 370.00 | 21,411.90 | |||
| 1480 | STEEL REINFORCEMENT | 08150 | LB | 4,130.00 | 4,130.000 | 3,622.720 | 3,622.720 | 0.75 | 2,717.04 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0009 BRIDGE | |||||||
| 1490 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 536.00 | 536.000 | 394.630 | 394.630 | 30.00 | 11,838.90 | |||
| 1500 | MASONRY COATING | 02998 | SQYD | 3,614.00 | 3,614.000 | 338.000 | 338.000 | 7.50 | 2,535.00 | |||
| 1510 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 178.80 | 178.800 | 178.800 | 178.800 | 50.00 | 8,940.00 | |||
| 1520 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 420.00 | 420.000 | 280.710 | 280.710 | 45.00 | 12,631.95 | |||
| 1530 | FOUNDATION PREPARATION 25031 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 1540 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,334.00 | 3,334.000 | 1,702.590 | 1,702.590 | 22.00 | 37,456.98 | |||
| 1550 | TEST PILES | 08033 | LF | 152.00 | 152.000 | 152.000 | 152.000 | 60.00 | 9,120.00 | |||
| 1560 | PILES-STEEL HP14X89 | 08051 | LF | 1,840.00 | 1,840.000 | 1,885.360 | 1,885.360 | 51.00 | 96,153.36 | |||
| 1570 | PILE POINTS-14 INCH | 08095 | EACH | 56.00 | 56.000 | 56.000 | 56.000 | 125.00 | 7,000.00 | |||
| 1580 | CONCRETE-CLASS A | 08100 | CUYD | 870.80 | 870.800 | 870.800 | 870.800 | 370.00 | 322,196.00 | |||
| 1590 | CONCRETE-CLASS AA | 08104 | CUYD | 823.60 | 823.600 | 823.600 | 823.600 | 421.00 | 346,735.60 | |||
| 1600 | STEEL REINFORCEMENT | 08150 | LB | 97,772.00 | 97,772.000 | 99,022.720 | 99,022.720 | 0.75 | 74,267.04 | |||
| 1610 | STEEL REINF-EPOXY COATED | 08151 | LB | 233,668.00 | 233,668.000 | 223,667.780 | 223,667.780 | 0.82 | 183,407.57 | |||
| 1620 | HANDRAIL-METAL | 08256 | LF | 968.00 | 968.000 | 900.000 | 900.000 | 145.00 | 130,500.00 | |||
| 1630 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 5,336.60 | 5,336.600 | 2,668.100 | 2,668.100 | 220.00 | 586,982.00 | |||
| 1640 | ANTI-GRAFFITI CLEAR SEALANT | 21118ED | SQYD | 588.00 | 588.000 | 400.000 | 400.000 | 7.00 | 2,800.00 | |||
| 1650 | CONCRETE FORM LINER | 21119ED | SQYD | 862.00 | 862.000 | 862.000 | 862.000 | 22.00 | 18,964.00 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0010 STREAM MITIGATION | |||||||
| 1660 | CL2 ASPH BASE 1.00D PG70-22 | 00213 | TON | 1,200.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1670 | ROADWAY EXCAVATION | 02200 | CUYD | 21,700.00 | 21,700.000 | 6,955.000 | 6,955.000 | 4.75 | 33,036.25 | |||
| 1680 | TEMPORARY SILT FENCE | 02701 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 1690 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 53,797.00 | 53,797.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 1700 | PIN OAK ZONE 3-4' | 20511NS724 | EACH | 303.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1710 | RED MAPLE ZONE 1 3-4' | 20512NS724 | EACH | 211.00 | 7.000 | 7.000 | 7.000 | 23.25 | 162.75 | |||
| 1720 | RED MAPLE ZONE 2 , 1-1.25 | 20512NS724 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1730 | RED MAPLE ZONE 2 , 5-6' | 20512NS724 | EACH | 113.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1740 | WHITE ASH ZONE 1, 4-5' | 20513NS724 | EACH | 211.00 | 5.000 | 5.000 | 5.000 | 23.25 | 116.25 | |||
| 1750 | TULIP POPLAR ZONE 1, 3-4' | 20516NS724 | EACH | 273.00 | 12.000 | 12.000 | 12.000 | 23.25 | 279.00 | |||
| 1760 | TULIP POPLAR ZONE 2, 4-5' | 20516NS724 | EACH | 151.00 | 13.000 | 13.000 | 13.000 | 23.25 | 302.25 | |||
| 1770 | HACKBERRY TREE ZONE 2, 3-4' | 20682NS724 | EACH | 454.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1780 | SYCAMORE TREE ZONE 2, 4-5' | 20683NS724 | EACH | 113.00 | 4.000 | 4.000 | 4.000 | 23.25 | 93.00 | |||
| 1790 | SPICEBUSH ZONE 2, 2-3' | 20924NS724 | EACH | 295.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1800 | BLACK WALNUT ZONE 1 3'-4' | 21140NS724 | EACH | 211.00 | 6.000 | 6.000 | 6.000 | 23.25 | 139.50 | |||
| 1810 | BLACK WALNUT ZONE 2, 4-5' | 21140NS724 | EACH | 113.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1820 | BLACK CHERRY ZONE 1 4-5' | 21141NS724 | EACH | 137.00 | 5.000 | 5.000 | 5.000 | 23.25 | 116.25 | |||
| 1830 | NORTHERN RED OAK ZONE 4-5' | 21142NS724 | EACH | 199.00 | 5.000 | 5.000 | 5.000 | 23.25 | 116.25 | |||
| 1840 | ALTERNATE LEAF DOGWOOD ZONE 1 3-4 | 21143NS724 | EACH | 253.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1850 | SASSAFRAS ZONE 1 3-4' | 21144NS724 | EACH | 253.00 | 5.000 | 5.000 | 5.000 | 23.25 | 116.25 | |||
| 1860 | SOUTHERN ARROWWOOD ZONE 1 3-4' | 21145NS724 | EACH | 260.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1870 | GREEN ASH ZONE 2, 1-1.25 | 21146NS724 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 1880 | GREEN ASH ZONE 2, 5-6' | 21146NS724 | EACH | 151.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1890 | WHITE OAK ZONE 2, 4-5' | 21147NS724 | EACH | 113.00 | 5.000 | 5.000 | 5.000 | 23.25 | 116.25 | |||
| 1900 | SILKY DOGWOOD ZONE 2, 2-3' | 21148NS724 | EACH | 295.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1910 | SILKY DOGWOOD ZONE 3, 2-3' | 21148NS724 | EACH | 7.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1920 | COMMON ELDERBERRY ZONE 2, 2-3' | 21149NS724 | EACH | 295.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1930 | ARROWWOOD VIBURNUM ZONE 2, 2-3' | 21150NS724 | EACH | 295.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1940 | SMOOTH ALDER ZONE 3 2-3' | 21151NS724 | EACH | 7.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1950 | BUTTONBUSH ZONE 3, 2-3' | 21152NS724 | EACH | 13.00 | 0.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
| 1960 | STABILIZED ROCK CONSTRUCTION ENTRANCE | 21155ND | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 1970 | PUMP AROUND | 21156ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 1980 | COIR FIBER MATTING | 21157ED | SQYD | 400.00 | 0.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1990 | SALVAGING AND PLACING TOPSOIL | 21158ED | CUYD | 9,000.00 | 714.430 | 714.430 | 714.430 | 4.00 | 2,857.72 | |||
| 2000 | ROCK STEP-REACH C BOWMAN BRANCH | 21159ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 2010 | ROCK STEP-REACH C DRY RUN TRIBUTARY | 21159ND | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 2020 | ROCK TOE PROTECTION | 21160ED | LF | 40.00 | 0.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 2030 | LIVE BRANCH LAYERING | 21161ED | LF | 20.00 | 0.000 | 0.000 | 0.000 | 35.50 | 0.00 | |||
| 2040 | RIPARIAN ENHANCEMENT | 21162ED | ACRE | 0.90 | 0.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 2050 | MACRO TURF | 21163ED | SQYD | 2,800.00 | 820.000 | 820.000 | 820.000 | 15.20 | 12,464.00 | |||
| 2060 | BEDROCK STEP-REACH A BOWMAN BRANCH | 21164ND | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,950.00 | 13,650.00 | |||
| 2070 | BEDROCK STEP-REACH A DRY RUN MAINSTEM | 21164ND | EACH | 31.00 | 0.000 | 0.000 | 0.000 | 1,950.00 | 0.00 | |||
| 2080 | SEEDING & MULCHING FOR PLANTING-ZONE 1 | 21165ED | SQYD | 25,047.00 | 1,800.000 | 1,800.000 | 1,800.000 | 0.43 | 774.00 | |||
| 2090 | SEEDING & MULCHING FOR PLANTING-ZONE 2 | 21166ED | SQYD | 28,314.00 | 1,500.000 | 1,500.000 | 1,500.000 | 0.73 | 1,095.00 | |||
| 2100 | SEEDING & MULCHING FOR PLANTING-ZONE 3 | 21167ED | SQYD | 436.00 | 0.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 2110 | COMBINATION STEP-REACH A BOWMAN BRANCH | 21169ND | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 2120 | COMBINATION STEP-REACH A DRY RUN MAINSTEM | 21169ND | EACH | 7.00 | 0.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0011 WATER | |||||||
| 2130 | STEEL ENCASEMENT PIPE-18 INCH | 01075 | LF | 230.00 | 230.000 | 230.000 | 230.000 | 70.00 | 16,100.00 | |||
| 2140 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 13.00 | 13.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 2150 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 397.50 | 397.500 | 393.500 | 393.500 | 34.00 | 13,379.00 | |||
| 2160 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 345.50 | 345.500 | 341.500 | 341.500 | 46.50 | 15,879.75 | |||
| 2170 | DUCTILE IRON PIPE-12 INCH RESTRAINED JT | 01099 | LF | 424.00 | 424.000 | 424.000 | 424.000 | 61.00 | 25,864.00 | |||
| 2180 | DUCTILE IRON PIPE-14 INCH | 01101 | LF | 218.50 | 218.500 | 205.000 | 205.000 | 51.00 | 10,455.00 | |||
| 2190 | FIRE HYDRANT | 02606 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 2200 | REMOVE FIRE HYDRANT | 03434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 2210 | DUCTILE IRON FITTINGS | 03442 | LB | 2,496.00 | 2,496.000 | 2,383.000 | 2,383.000 | 2.50 | 5,957.50 | |||
| 2220 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 2230 | GATE VALVE-6 INCH | 03526 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 2240 | LINE STOPPER-8" | 20372EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 2250 | CUT- CAP- AND BLOCK 8 IN | 21047ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 2260 | TAPPING CROSS 14 X 14 | 21178ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 2270 | TAPPING SLEEVE & VALVE 12 X 12 | 21179ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 2280 | TAPPING SLEEVE & VALVE 8 X 8 | 21180ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,750.00 | 5,500.00 | |||
| 2290 | LINE STOPPER 14" | 21181ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 2300 | LINE STOPPER 12" | 21182ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 2310 | CUT, CAP, AND BLOCK 14" | 21183ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 2320 | CUT, CAP, AND BLOCK 12" | 21184ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 2330 | CUT-IN TO 8" | 21185ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 2340 | BITUMINOUS PAVING REPLACEMENT | 21186ED | LF | 116.00 | 116.000 | 116.000 | 116.000 | 30.00 | 3,480.00 | |||
| 2350 | BITUMINOUS PAVING OVERLAY | 21187ED | SQYD | 321.00 | 321.000 | 298.000 | 298.000 | 60.00 | 17,880.00 | |||
| 8010 | GATE VALVE-8 INCH | 03528 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0012 SIGNALIZATION | |||||||
| 2360 | CONDUIT-1 1/4 INCH | 04793 | LF | 2,305.00 | 2,305.000 | 2,062.000 | 2,062.000 | 3.00 | 6,186.00 | |||
| 2370 | CONDUIT-2 INCH | 04795 | LF | 365.00 | 365.000 | 297.000 | 297.000 | 5.00 | 1,485.00 | |||
| 2380 | JUNCTION BOX TYPE B | 04811 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 8.00 | 128.00 | |||
| 2390 | TRENCHING AND BACKFILLING | 04820 | LF | 2,465.00 | 2,465.000 | 2,305.000 | 2,305.000 | 5.00 | 11,525.00 | |||
| 2400 | LOOP WIRE | 04830 | LF | 8,460.00 | 8,460.000 | 13,030.000 | 13,030.000 | 0.25 | 3,257.50 | |||
| 2410 | CABLE-NO. 14/5C | 04844 | LF | 4,925.00 | 4,925.000 | 3,990.000 | 3,990.000 | 0.50 | 1,995.00 | |||
| 2420 | CABLE-NO. 14/7C | 04845 | LF | 340.00 | 340.000 | 700.000 | 700.000 | 0.75 | 525.00 | |||
| 2430 | CABLE-NO. 14/1 PAIR | 04850 | LF | 10,480.00 | 10,480.000 | 5,610.000 | 5,610.000 | 0.50 | 2,805.00 | |||
| 2440 | MESSENGER-10800 LB | 04885 | LF | 1,460.00 | 1,460.000 | 1,467.000 | 1,467.000 | 6.00 | 8,802.00 | |||
| 2450 | LOOP SAW SLOT AND FILL | 04895 | LF | 3,050.00 | 3,050.000 | 3,009.000 | 3,009.000 | 5.00 | 15,045.00 | |||
| 2460 | PEDESTRIAN DETECTOR | 04900 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 225.00 | 2,700.00 | |||
| 2470 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 600.00 | 13,200.00 | |||
| 2480 | SIGNAL-4 SECTION 12 INCH | 04913 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 2490 | SIGNAL-5 SECTION 12 INCH | 04914 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,050.00 | 2,100.00 | |||
| 2500 | SIGNAL-PEDESTRIAN | 04916 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 500.00 | 6,000.00 | |||
| 2510 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,400.00 | 10,200.00 | |||
| 2520 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 3,900.00 | 46,800.00 | |||
| 2530 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,603.50 | 1,603.50 | |||
| 2540 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 2550 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 2560 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 12.00 | 12.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 2570 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0013 DEMOBILIZATION | |||||||
| 2580 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,150,000.00 | 1,150,000.00 | |||
| 2590 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 363,570.68 | 181,785.34 | 363,570.68 | |
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0014 SEWER | |||||||
| 2600 | SEWER PIPE-6 INCH | 01051 | LF | 63.00 | 115.000 | 115.000 | 115.000 | 46.50 | 5,347.50 | |||
| 2610 | SEWER PIPE-8 INCH IN COVER PIPE | 01052 | LF | 552.50 | 552.500 | 552.500 | 552.500 | 49.00 | 27,072.50 | |||
| 2620 | SEWER PIPE-8 INCH OPEN TRENCH | 01052 | LF | 698.00 | 715.500 | 715.000 | 715.000 | 59.00 | 42,185.00 | |||
| 2630 | SEWER PIPE-10 INCH | 01053 | LF | 10.00 | 13.000 | 13.000 | 13.000 | 119.00 | 1,547.00 | |||
| 2640 | SEWER PIPE-12 INCH IN COVER PIPE | 01054 | LF | 195.50 | 0.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 2650 | SEWER PIPE-12 INCH OPEN TRENCH | 01054 | LF | 58.00 | 0.000 | 0.000 | 0.000 | 69.00 | 0.00 | |||
| 2660 | SEWER PIPE-15 INCH IN COVER PIPE | 01055 | LF | 555.00 | 850.500 | 766.000 | 766.000 | 65.00 | 49,790.00 | |||
| 2670 | SEWER PIPE-15 INCH OPEN TRENCH | 01055 | LF | 3,161.00 | 3,248.000 | 3,227.500 | 3,227.500 | 77.50 | 250,131.25 | |||
| 2680 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | LF | 552.50 | 552.500 | 552.500 | 552.500 | 75.00 | 41,437.50 | |||
| 2690 | STEEL ENCASEMENT PIPE-18 INCH | 01075 | LF | 195.50 | 0.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 2700 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | LF | 351.00 | 676.500 | 680.000 | 680.000 | 367.00 | 249,560.00 | |||
| 2710 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | LF | 204.00 | 204.000 | 200.000 | 200.000 | 367.00 | 73,400.00 | |||
| 2720 | DUCTILE IRON PIPE-8 INCH OPEN TRENCH | 01095 | LF | 128.00 | 128.000 | 128.000 | 128.000 | 61.00 | 7,808.00 | |||
| 2730 | DUCTILE IRON PIPE-16 INCH | 01103 | LF | 379.00 | 397.000 | 397.000 | 397.000 | 104.00 | 41,288.00 | |||
| 2740 | REMOVE MANHOLE | 01787 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,000.00 | 5,000.00 | |||
| 2750 | SANITARY SEWER MANHOLE 2'-0 DEEPTH INCREMENTS | 01799 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 250.00 | 3,500.00 | |||
| 2760 | SANITARY SEWER MANHOLE 2'-0 DEPTH INCREMENTS | 01799 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 400.00 | 7,200.00 | |||
| 2770 | SANITARY SEWER MANHOLE 4 FT DIA | 01799 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 2,500.00 | 37,500.00 | |||
| 2780 | SANITARY SEWER MANHOLE 5 FT DIA | 01799 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 3,000.00 | 27,000.00 | |||
| 2790 | RECONNECT SEWER SERVICE | 03444 | EACH | 3.00 | 5.000 | 5.000 | 5.000 | 750.00 | 3,750.00 | |||
| 2800 | SAFELOAD MANHOLE | 07543 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 2810 | CRUSHED ROCK TEMP SURF REPLACE | 20309EC | TON | 34.00 | 34.000 | 27.420 | 27.420 | 25.00 | 685.50 | |||
| 2820 | CUT AND CAP SANITARY SEWER | 20371EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 300.00 | 1,500.00 | |||
| 2830 | EXTRA FOR DROP INTO MANHOLE | 20373EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 2840 | TIE-IN TO MANHOLE | 20772ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 2850 | BITUMINOUS PAVING REPLACEMENT | 21186ED | LF | 300.00 | 300.000 | 300.000 | 300.000 | 65.00 | 19,500.00 | |||
| 2860 | BITUMINOUS PAVING OVERLAY | 21187ED | SQYD | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 30.00 | 30,000.00 | |||
| 2870 | SEWER CLEANOUT 6" | 21188ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 2880 | CUT & CAP FORCE MAIN | 21189ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 2890 | REINFORCED CONC CAP OVER SEWER | 21190ND | EACH | 209.00 | 225.000 | 225.000 | 225.000 | 50.00 | 11,250.00 | |||
| 2900 | ABANDON WASTEWATER PUMP STATION | 21191ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 2910 | REINFORCED CONCRETE PIER | 21192ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0016 PAVING-AA 2 (CONC) | |||||||
| 0970 | QC FOR CONCRETE ACCEPTANCE | 20181ES113 | LS | 1.00 | 1.000 | -1.000 | 1.000 | 0.000 | 45,000.00 | -45,000.00 | 0.00 | |
| 3130 | DGA BASE | 00001 | TON | 177,199.00 | 177,199.000 | 181,223.470 | 181,223.470 | 13.00 | 2,355,905.11 | |||
| 3140 | CRUSHED STONE BASE | 00003 | TON | 16,258.00 | 16,577.000 | 8,653.380 | 8,653.380 | 14.30 | 123,743.33 | |||
| 3150 | LIME STABILIZED ROADBED | 00013 | SQYD | 2,811.00 | 2,811.000 | 0.000 | 0.000 | 8.95 | 0.00 | |||
| 3160 | LIME | 00014 | TON | 54.00 | 54.000 | 0.000 | 0.000 | 108.00 | 0.00 | |||
| 3170 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 381.00 | 381.000 | 289.120 | 289.120 | 42.06 | 12,160.38 | |||
| 3180 | TRAFFIC BOUND BASE | 00020 | TON | 1,133.00 | 1,133.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 3190 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 128.00 | 128.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 3200 | ASPHALT SEAL AGGREGATE | 00100 | TON | 869.00 | 869.000 | 786.100 | 786.100 | 40.00 | 31,444.00 | |||
| 3210 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 20,469.00 | 13,669.000 | 9,866.240 | 9,866.240 | 40.58 | 400,372.01 | |||
| 3220 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 7,771.00 | 7,771.000 | 16,414.080 | 16,414.080 | 42.05 | 690,212.06 | |||
| 3230 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 2,057.00 | 2,057.000 | 0.000 | 0.000 | 47.57 | 0.00 | |||
| 3240 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 4,614.00 | 4,728.000 | 3,691.720 | 3,691.720 | 43.81 | 161,734.25 | |||
| 3250 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 105.00 | 105.000 | 66.960 | 66.960 | 385.00 | 25,779.60 | |||
| 3260 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,338.00 | 2,617.000 | 3,356.770 | 3,356.770 | 50.25 | 168,677.69 | |||
| 3270 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 5,840.00 | 2,690.000 | 3,237.980 | 3,237.980 | 43.88 | 142,082.56 | |||
| 3280 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | TON | 1,014.00 | 1,014.000 | 920.750 | 920.750 | 52.00 | 47,879.00 | |||
| 3290 | ASPHALT CURING SEAL | 00358 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 3300 | JPC PAVEMENT-10 INCH | 02069 | SQYD | 150,199.00 | 150,199.000 | 150,199.000 | 150,199.000 | 29.61 | 4,447,392.39 | |||
| 3310 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 3320 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 198.00 | 477.000 | 425.000 | 425.000 | 60.00 | 25,500.00 | |||
| 3330 | SAND FOR BLOTTER | 02702 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 3340 | JPC PAVEMENT DRAINAGE BLANKET | 21286ED | TON | 32,185.00 | 32,185.000 | 31,905.250 | 31,905.250 | 22.00 | 701,915.50 | |||
| 3420 | ROADWAY EXCAVATION | 02200 | CUYD | 1,085,691.00 | 1,085,691.000 | 1,085,691.000 | 1,085,691.000 | 3.49 | 3,789,061.59 | |||
| 8040 | CL2 ASPH BASE 1.00D PG64-22 WARM-MIX | 00212 | TON | 0.00 | 6,800.000 | 8,347.530 | 8,347.530 | 40.58 | 338,742.76 | |||
| 8050 | CL2 ASPH SURF 0.50D PG64-22 WARM-MIX | 00309 | TON | 0.00 | 3,150.000 | 3,217.260 | 3,217.260 | 43.88 | 141,173.36 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0017 TRAFFIC LOOPS | |||||||
| 3350 | STEEL STRAIN POLE 30 FOOT | 04880 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 6,234.00 | 0.00 | |||
| 3360 | STEEL STRAIN POLE 32 FOOT | 04880 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,600.00 | 0.00 | |||
| 3370 | SIGNAL CONTROLLER-TYPE 170 | 04920 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 3380 | BASE MOUNTED CABINET | 21358ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,400.00 | 0.00 | |||
| 3390 | ISOLATOR MODEL 242 | 21359ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 3400 | LOOP DETECTOR MODEL 222 | 21360ND | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 3410 | LOAD SWITCH | 21361ND | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| Project | DE10676360602 | Fed/State Project Number | FD04 106 7636 | Category | 0018 COST PLUS | |||||||
| 3430 | COST PLUS WORK | 10080NS | LS | 0.00 | 0.000 | 0.000 | 0.000 | 356,240.00 | 0.00 | |||
| SUBTOT | $149,355.71 |
$24,907,178.22 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1410-1-0I |
Pre-cast Box Beams | LF |
1,221.00 | 0001 | $121.03000 | $147,777.63 | ||||||
1350-1-0I |
Piling | FT |
2,357.00 | 0002 | $30.400000 | $71,652.80 | ||||||
1360-1-0I |
Pile Points | EACH |
52.00 | 0002 | $75.910000 | $3,947.32 | ||||||
1560-1-0I |
Piling | FT |
1,840.00 | 0002 | $30.400000 | $55,936.00 | ||||||
1570-1-0I |
Pile Points | EACH |
56.00 | 0002 | $75.910000 | $4,250.96 | ||||||
1410-1-1I |
Pre-cast Box Beams | LF |
1,055.00 | 0003 | $121.030000 | $127,686.65 | ||||||
2600-1-0I |
Sewer Pipe - 6" | LF |
63.00 | 0003 | $1.570000 | $98.91 | ||||||
2610-1-0I |
Sewer Pipe - 8" | LF |
552.50 | 0003 | $2.800000 | $1,547.00 | ||||||
2620-1-0I |
Sewer Pipe - 8" | LF |
698.00 | 0003 | $2.800000 | $1,954.00 | ||||||
2630-1-0I |
Sewer Pipe - 10" | LF |
10.00 | 0003 | $4.400000 | $44.00 | ||||||
2640-1-0I |
Sewer Pipe - 12" | LF |
195.50 | 0003 | $6.300000 | $1,231.65 | ||||||
2650-1-0I |
Sewer Pipe - 12" | LF |
58.00 | 0003 | $6.300000 | $365.40 | ||||||
2660-1-0I |
Sewer Pipe - 15" | LF |
555.00 | 0003 | $9.340000 | $5,183.70 | ||||||
2670-1-0I |
Sewer Pipe - 15" | LF |
145.00 | 0003 | $9.340000 | $1,354.30 | ||||||
2670-1-1I |
Sewer Pipe - 15" | LF |
1,512.00 | 0003 | $9.340000 | $14,122.08 | ||||||
2670-1-2I |
Sewer Pipe - 15" | LF |
1,504.00 | 0003 | $9.340000 | $14,047.36 | ||||||
1630-1-0I |
PRECAST PC I BEAM TYPE 5 | LF |
2,668.30 | 0005 | $141.360000 | $377,190.88 | ||||||
1620-1-0I |
HANDRAIL | LF |
968.00 | 0050 | $103.550000 | $100,236.40 | ||||||
3300-1-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-2-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-3-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-4-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-5-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-6-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-7-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-8-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-9-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-10-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-11-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-12-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-13-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-14-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-15-0I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0057 | $4.220000 | $0.00 | ||||||
3300-16-0I |
LOAD TRANS ASS CONT | LF |
5,040.00 | 0057 | $4.640000 | $0.00 | ||||||
3300-17-0I |
LOAD TRANS ASS EXP | LF |
804.00 | 0057 | $8.220000 | $0.00 | ||||||
3300-18-0I |
STEEL REINCO 615GR60 | EACH |
2,500.00 | 0057 | $1.520000 | $0.00 | ||||||
3300-19-0I |
STEEL REINCO 615GR60 | EACH |
17,500.00 | 0057 | $1.520000 | $0.00 | ||||||
3300-1-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-2-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-3-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-4-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-5-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-6-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-7-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-8-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-9-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-10-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-11-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-12-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-13-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-14-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-15-1I |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0058 | $4.220000 | $23,091.84 | ||||||
3300-16-1I |
LOAD TRANS ASS CONT | LF |
5,040.00 | 0058 | $4.640000 | $22,216.32 | ||||||
3300-17-1I |
LOAD TRANS ASS EXP | LF |
804.00 | 0058 | $8.220000 | $6,278.44 | ||||||
3300-18-1I |
STEEL REINCO 615GR60 | EACH |
2,500.00 | 0058 | $1.520000 | $3,600.00 | ||||||
3300-19-1I |
STEEL REINCO 615GR60 | EACH |
17,500.00 | 0058 | $1.520000 | $25,200.00 | ||||||
3300-20-0I |
LOAD TRANS ASS CONT | SQYD |
123,227.31 | 0060 | $2.532000 | $296,410.97 | ||||||
3300-21-0I |
LOAD TRANS ASS EXP | SQYD |
123,227.31 | 0060 | $0.053630 | $6,278.44 | ||||||
3300-22-0I |
STEEL REINCO 615GR60 | SQYD |
123,227.31 | 0060 | $0.202000 | $23,647.32 | ||||||
2660-1-0A |
Sewer Pipe - 15" | LF |
266.00 | 0009 | $9.340000 | $-2,484.44 | ||||||
2670-1-0A |
Sewer Pipe - 15" | LF |
45.00 | 0009 | $9.340000 | $-420.30 | ||||||
2670-1-0A |
Sewer Pipe - 15" | LF |
100.00 | 0010 | $9.340000 | $-934.00 | ||||||
2670-1-1A |
Sewer Pipe - 15" | LF |
408.50 | 0010 | $9.340000 | $-3,815.39 | ||||||
2670-1-1A |
Sewer Pipe - 15" | LF |
294.00 | 0011 | $9.340000 | $-2,745.96 | ||||||
2610-1-0A |
Sewer Pipe - 8" | LF |
180.00 | 0012 | $2.800000 | $-504.00 | ||||||
2620-1-0A |
Sewer Pipe - 8" | LF |
102.00 | 0012 | $2.800000 | $-285.54 | ||||||
2660-1-0A |
Sewer Pipe - 15" | LF |
200.00 | 0012 | $9.340000 | $-1,868.00 | ||||||
2670-1-1A |
Sewer Pipe - 15" | LF |
49.00 | 0012 | $9.340000 | $-457.66 | ||||||
2670-1-1A |
Sewer Pipe - 15" | LF |
154.00 | 0013 | $9.340000 | $-1,438.36 | ||||||
2670-1-1A |
Sewer Pipe - 15" | LF |
368.00 | 0014 | $9.340000 | $-3,437.12 | ||||||
2670-1-1A |
Sewer Pipe - 15" | LF |
238.50 | 0015 | $9.340000 | $-2,227.59 | ||||||
2670-1-2A |
Sewer Pipe - 15" | LF |
131.50 | 0015 | $9.340000 | $-1,228.21 | ||||||
2670-1-2A |
Sewer Pipe - 15" | LF |
149.00 | 0016 | $9.340000 | $-1,391.66 | ||||||
2660-1-0A |
Sewer Pipe - 15" | LF |
89.00 | 0018 | $9.340000 | $-831.26 | ||||||
2670-1-2A |
Sewer Pipe - 15" | LF |
274.00 | 0018 | $9.340000 | $-2,559.16 | ||||||
2670-1-2A |
Sewer Pipe - 15" | LF |
628.00 | 0019 | $9.340000 | $-5,865.52 | ||||||
2610-1-0A |
Sewer Pipe - 8" | LF |
222.50 | 0020 | $2.800000 | $-623.00 | ||||||
2620-1-0A |
Sewer Pipe - 8" | LF |
75.00 | 0020 | $2.800000 | $-209.96 | ||||||
2670-1-2A |
Sewer Pipe - 15" | LF |
321.50 | 0020 | $9.340000 | $-3,002.81 | ||||||
2620-1-0A |
Sewer Pipe - 8" | LF |
140.00 | 0022 | $2.800000 | $-391.92 | ||||||
2620-1-0A |
Sewer Pipe - 8" | LF |
234.00 | 0023 | $2.800000 | $-655.07 | ||||||
2630-1-0A |
Sewer Pipe - 10" | LF |
10.00 | 0023 | $4.400000 | $-44.00 | ||||||
2600-1-0A |
Sewer Pipe - 6" | LF |
63.00 | 0024 | $1.570000 | $-98.91 | ||||||
2610-1-0A |
Sewer Pipe - 8" | LF |
150.00 | 0025 | $2.800000 | $-420.00 | ||||||
2620-1-0A |
Sewer Pipe - 8" | LF |
60.00 | 0025 | $2.800000 | $-167.97 | ||||||
2620-1-0A |
Sewer Pipe - 8" | LF |
75.00 | 0026 | $2.800000 | $-209.96 | ||||||
1630-1-0A |
PRECAST PC I BEAM TYPE 5 | LF |
1,201.60 | 0027 | $141.360000 | $-169,858.17 | ||||||
2620-1-0A |
Sewer Pipe - 8" | LF |
12.00 | 0028 | $2.800000 | $-33.59 | ||||||
1560-1-0A |
Piling | FT |
23.00 | 0029 | $30.400000 | $-699.20 | ||||||
1570-1-0A |
Pile Points | EACH |
5.00 | 0029 | $75.910000 | $-379.55 | ||||||
1350-1-0A |
Piling | FT |
582.16 | 0030 | $30.400000 | $-17,697.66 | ||||||
1360-1-0A |
Pile Points | EACH |
12.00 | 0030 | $75.910000 | $-910.92 | ||||||
1560-1-0A |
Piling | FT |
1,280.20 | 0030 | $30.400000 | $-38,918.08 | ||||||
1570-1-0A |
Pile Points | EACH |
16.00 | 0030 | $75.910000 | $-1,214.56 | ||||||
1630-1-0A |
PRECAST PC I BEAM TYPE 5 | LF |
1,466.50 | 0031 | $141.360000 | $-207,304.44 | ||||||
1410-1-0A |
Pre-cast Box Beams | LF |
919.44 | 0044 | $121.030000 | $-111,279.82 | ||||||
1350-1-0A |
Piling | FT |
1,096.00 | 0047 | $30.400000 | $-33,318.40 | ||||||
1360-1-0A |
Pile Points | EACH |
26.00 | 0047 | $75.910000 | $-1,973.66 | ||||||
1410-1-0A |
Pre-cast Box Beams | LF |
301.56 | 0048 | $121.030000 | $-36,497.81 | ||||||
1410-1-1A |
Pre-cast Box Beams | LF |
373.44 | 0048 | $121.030000 | $-45,197.44 | ||||||
1350-1-0A |
Piling | FT |
584.84 | 0050 | $30.400000 | $-17,779.14 | ||||||
1360-1-0A |
Pile Points | EACH |
14.00 | 0050 | $75.910000 | $-1,062.74 | ||||||
1410-1-1A |
Pre-cast Box Beams | LF |
675.00 | 0050 | $121.030000 | $-81,695.25 | ||||||
1560-1-0A |
Piling | FT |
536.80 | 0050 | $30.400000 | $-16,318.72 | ||||||
1570-1-0A |
Pile Points | EACH |
12.00 | 0050 | $75.910000 | $-910.92 | ||||||
1410-1-1A |
Pre-cast Box Beams | LF |
6.00 | 0051 | $121.030000 | $-726.18 | ||||||
3300-1-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-2-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-3-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-4-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-5-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-6-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-7-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-8-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-9-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-10-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-11-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-12-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-13-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-14-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-15-0A |
LOAD TRANS ASS CONT | LF |
93.36 | 0057 | $4.220000 | $0.00 | ||||||
3300-16-0A |
LOAD TRANS ASS CONT | LF |
98.28 | 0057 | $4.640000 | $0.00 | ||||||
3300-17-0A |
LOAD TRANS ASS EXP | LF |
93.36 | 0057 | $8.220000 | $0.00 | ||||||
3300-18-0A |
STEEL REINCO 615GR60 | EACH |
93.36 | 0057 | $1.520000 | $0.00 | ||||||
3300-19-0A |
STEEL REINCO 615GR60 | EACH |
93.36 | 0057 | $1.520000 | $0.00 | ||||||
3300-1-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-2-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-3-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-4-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-5-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-6-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-7-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-8-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-9-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-10-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-11-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-12-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-13-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-14-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-15-0A |
LOAD TRANS ASS CONT | LF |
2,915.43 | 0058 | $4.220000 | $0.00 | ||||||
3300-16-0A |
LOAD TRANS ASS CONT | LF |
3,068.88 | 0058 | $4.640000 | $0.00 | ||||||
3300-17-0A |
LOAD TRANS ASS EXP | LF |
710.63 | 0058 | $8.220000 | $0.00 | ||||||
3300-17-1A |
LOAD TRANS ASS EXP | LF |
804.00 | 0058 | $8.220000 | $-6,278.44 | ||||||
3300-18-0A |
STEEL REINCO 615GR60 | EACH |
2,406.63 | 0058 | $1.520000 | $0.00 | ||||||
3300-18-1A |
STEEL REINCO 615GR60 | EACH |
508.80 | 0058 | $1.520000 | $-732.67 | ||||||
3300-19-0A |
STEEL REINCO 615GR60 | EACH |
2,915.43 | 0058 | $1.520000 | $0.00 | ||||||
3300-1-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-1-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-2-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-2-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-3-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-3-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-4-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-4-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-5-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-5-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-6-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-6-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-7-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-7-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-8-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-8-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-9-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-9-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-10-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-10-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-11-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-11-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-12-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-12-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-13-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-13-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-14-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-14-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-15-0A |
LOAD TRANS ASS CONT | LF |
2,751.19 | 0059 | $4.220000 | $0.00 | ||||||
3300-15-1A |
LOAD TRANS ASS CONT | LF |
5,760.00 | 0059 | $4.220000 | $-23,091.84 | ||||||
3300-16-0A |
LOAD TRANS ASS CONT | LF |
1,872.84 | 0059 | $4.640000 | $0.00 | ||||||
3300-16-1A |
LOAD TRANS ASS CONT | LF |
5,040.00 | 0059 | $4.640000 | $-22,216.32 | ||||||
3300-18-1A |
STEEL REINCO 615GR60 | EACH |
1,991.19 | 0059 | $1.520000 | $-2,867.33 | ||||||
3300-19-0A |
STEEL REINCO 615GR60 | EACH |
14,491.19 | 0059 | $1.520000 | $0.00 | ||||||
3300-19-1A |
STEEL REINCO 615GR60 | EACH |
6,980.16 | 0059 | $1.520000 | $-10,051.43 | ||||||
3300-19-1A |
STEEL REINCO 615GR60 | EACH |
3,549.84 | 0060 | $1.520000 | $-5,111.78 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
3,736.68 | 0060 | $2.532000 | $-8,988.21 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
3,736.68 | 0060 | $0.053630 | $-190.38 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
3,736.68 | 0060 | $0.202000 | $-717.07 | ||||||
3300-19-1A |
STEEL REINCO 615GR60 | EACH |
4,758.69 | 0069 | $1.520000 | $-6,852.52 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
5,009.15 | 0069 | $2.532000 | $-12,049.01 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
5,009.15 | 0069 | $0.053630 | $-255.22 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
5,009.15 | 0069 | $0.202000 | $-961.26 | ||||||
1620-1-0A |
HANDRAIL | LF |
900.00 | 0070 | $103.550000 | $-93,195.00 | ||||||
3300-19-1A |
STEEL REINCO 615GR60 | EACH |
2,211.30 | 0070 | $1.520000 | $-3,184.27 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
3,551.54 | 0070 | $2.532000 | $-8,542.87 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
3,551.54 | 0070 | $0.053630 | $-180.95 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
3,551.54 | 0070 | $0.202000 | $-681.54 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
43,566.04 | 0071 | $2.532000 | $-104,793.75 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
43,566.04 | 0071 | $0.053630 | $-2,219.69 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
43,566.04 | 0071 | $0.202000 | $-8,360.32 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
400.37 | 0072 | $2.532000 | $-963.05 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
400.37 | 0072 | $0.053630 | $-20.40 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
400.37 | 0072 | $0.202000 | $-76.83 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
1,684.82 | 0073 | $2.532000 | $-4,052.67 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
1,684.82 | 0073 | $0.053630 | $-85.84 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
1,684.82 | 0073 | $0.202000 | $-323.32 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
12,433.91 | 0074 | $2.532000 | $-29,908.53 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
12,433.91 | 0074 | $0.053630 | $-633.51 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
12,433.91 | 0074 | $0.202000 | $-2,386.07 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
26,829.48 | 0075 | $2.532000 | $-64,535.63 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
26,829.48 | 0075 | $0.053630 | $-1,366.96 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
26,829.48 | 0075 | $0.202000 | $-5,148.58 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
20,697.22 | 0076 | $2.532000 | $-49,785.10 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
20,697.22 | 0076 | $0.053630 | $-1,054.53 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
20,697.22 | 0076 | $0.202000 | $-3,971.80 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
1,242.93 | 0077 | $2.532000 | $-2,989.74 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
1,242.93 | 0077 | $0.053630 | $-63.33 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
1,242.93 | 0077 | $0.202000 | $-238.52 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
1,186.87 | 0082 | $2.532000 | $-2,854.90 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
1,186.87 | 0082 | $0.053630 | $-60.47 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
1,186.87 | 0082 | $0.202000 | $-227.76 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
533.96 | 0083 | $2.532000 | $-1,284.39 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
533.96 | 0083 | $0.053630 | $-27.21 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
533.96 | 0083 | $0.202000 | $-102.47 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
176.17 | 0084 | $2.532000 | $-423.76 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
176.17 | 0084 | $0.053630 | $-8.98 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
176.17 | 0084 | $0.202000 | $-33.81 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
57.59 | 0086 | $2.532000 | $-138.53 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
57.59 | 0086 | $0.053630 | $-2.93 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
57.59 | 0086 | $0.202000 | $-11.05 | ||||||
3300-20-0A |
LOAD TRANS ASS CONT | SQYD |
88.41 | 0087 | $2.532000 | $-212.66 | ||||||
3300-21-0A |
LOAD TRANS ASS EXP | SQYD |
88.41 | 0087 | $0.053630 | $-4.50 | ||||||
3300-22-0A |
STEEL REINCO 615GR60 | SQYD |
88.41 | 0087 | $0.202000 | $-16.97 | ||||||
1350-10C |
Piling | FT |
0.00 | 0094 | $30.400000 | $-2,857.60 | ||||||
1410-11C |
Pre-cast Box Beams | LF |
0.00 | 0094 | $121.030000 | $-67.78 | ||||||
1570-10C |
Pile Points | EACH |
0.00 | 0094 | $75.910000 | $-1,745.93 | ||||||
1620-10C |
HANDRAIL | LF |
0.00 | 0094 | $103.550000 | $-7,041.40 | ||||||
1630-10C |
PRECAST PC I BEAM TYPE 5 | LF |
0.00 | 0094 | $141.359997 | $-28.27 | ||||||
2640-10C |
Sewer Pipe - 12" | LF |
0.00 | 0094 | $6.300000 | $-1,231.65 | ||||||
2650-10C |
Sewer Pipe - 12" | LF |
0.00 | 0094 | $6.300000 | $-365.40 | ||||||
3300-200C |
LOAD TRANS ASS CONT | SQYD |
0.00 | 0094 | $2.405400 | $-4,888.17 | ||||||
3300-210C |
LOAD TRANS ASS EXP | SQYD |
0.00 | 0094 | $0.050950 | $-103.54 | ||||||
3300-220C |
STEEL REINCO 615GR60 | SQYD |
0.00 | 0094 | $0.191900 | $-389.95 | ||||||
| SUBTOT | $-0.01 |
|||||||||||