|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/08/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061016 | Estimate Number | 0063 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07320) Simpson, Matthew P., P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 11/03/2011 TO 01/14/2013 | ||||||
| Date Approved | 04/04/2013 | ||||||
| Primary Proj Number | DE07601690616 | ||||||
| Project No. | FD04 076 0169 000-003 | ||||||
| Primary County | MADISON | ||||||
| Name of Road | TATES CREEK ROAD (KY 169) JL01 | ||||||
| Description | RECONSTRUCT TATES CREEK ROAD (KY 169) FROM US 421 FOR 2.3 MILES TO GOGGINS LANE IN RICHMOND | ||||||
| Date Let | 03/31/2006 | Formal Acceptance | 10/06/2009 | ||||
| Date Awarded | 04/20/2006 | Date Work Began | 05/26/2006 | ||||
| Date Contract Executed | 05/02/2006 | Open To Traffic | 07/31/2008 | ||||
| Date NTP Issued | 05/02/2006 | Actual Completion Date | 07/31/2008 | ||||
| Current Contract Amount | $10,627,730.77 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,566,593.00 |
Total Earnings | $10,619,239.71 |
$10,580,294.09 |
$38,945.62 |
|
| Percent Complete | 99.92 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $8,491.06 |
Gross Earnings | $10,619,239.71 |
$10,580,294.09 |
$38,945.62 |
|
| Total Change Orders | $1,061,137.77 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $10,619,239.71 |
$10,580,294.09 |
$38,945.62 |
|||
| Contract Id | 061016 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0063 | Project Number | FD04 076 0169 000-003 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 11/03/2011 TO 01/14/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Stream Mitigation | Approved | 11/28/2006 | $50,989.50 | 0.0 | |||||
| 002 | additional manhole and relocating school flashers | Approved | 02/14/2007 | $13,185.00 | 0.0 | |||||
| 003 | Fuel and Aspalt Adjustment, Undercut Unsuitable Material | Approved | 01/08/2008 | $140,577.08 | 0.0 | |||||
| 004 | Erosion Control, Traffic Control, Utilities Overrun | Approved | 03/06/2008 | $92,861.58 | 0.0 | |||||
| 005 | Utility Overruns, DGA, and Additional Gravity Wall | Approved | 06/12/2008 | $199,333.00 | 60.0 | |||||
| 006 | Stream Mitigation and Erosion Control Overruns | Approved | 08/28/2008 | $48,018.29 | 0.0 | |||||
| 007 | Additional Traffic Signal | Approved | 10/10/2008 | $54,789.35 | 0.0 | |||||
| 008 | Lot Pay Adjustment and Detour Overrruns | Approved | 12/29/2008 | $115,187.95 | 0.0 | |||||
| 009 | Retaining Wall | Approved | 03/19/2009 | $90,516.26 | 0.0 | |||||
| 010 | Lot Pay Adjustments & Fuel and Asphalt Adjustments | Approved | 04/14/2010 | $125,490.74 | 0.0 | |||||
| 011 | Overrun Quantities Asphalt Surface Scratch and EIP | Approved | 07/26/2011 | $88,709.02 | 0.0 | |||||
| 012 | Asphalt Base Overrun | Approved | 06/11/2012 | $41,480.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 061016 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract No | E2, E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | DE07601690616 | ||||||
| Estimate Nbr | 0063 | Period | 11/03/2011 TO 01/14/2013 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | 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 | 37,356.00 | 43,356.000 | 45,431.160 | 45,431.160 | 20.95 | 951,782.80 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 1,003.990 | 1,003.990 | 22.00 | 22,087.78 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 83.00 | 83.000 | 174.470 | 174.470 | 55.00 | 9,595.85 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 30,175.00 | 30,975.000 | 32,635.320 | 32,635.320 | 51.85 | 1,692,141.34 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,326.00 | 8,201.000 | 8,803.500 | 8,803.500 | 51.85 | 456,461.47 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 10.00 | 10.000 | 15.700 | 15.700 | 585.00 | 9,184.50 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 5,636.00 | 6,654.050 | 6,654.050 | 6,654.050 | 54.95 | 365,640.04 | |||
| 0080 | ENTRANCE PIPE-15 INCH | 00440 | LF | 116.00 | 116.000 | 80.000 | 80.000 | 26.00 | 2,080.00 | |||
| 0090 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 27.00 | 1,620.00 | |||
| 0100 | CULVERT PIPE-24 INCH | 00464 | LF | 43.00 | 43.000 | 43.000 | 43.000 | 55.00 | 2,365.00 | |||
| 0110 | CULVERT PIPE-30 INCH | 00466 | LF | 136.00 | 136.000 | 144.000 | 144.000 | 65.00 | 9,360.00 | |||
| 0120 | CULVERT PIPE-36 INCH | 00468 | LF | 122.00 | 122.000 | 121.000 | 121.000 | 80.00 | 9,680.00 | |||
| 0130 | CULVERT PIPE-42 INCH | 00469 | LF | 62.00 | 62.000 | 64.000 | 64.000 | 90.00 | 5,760.00 | |||
| 0140 | CULVERT PIPE-48 INCH | 00470 | LF | 207.00 | 207.000 | 207.000 | 207.000 | 120.00 | 24,840.00 | |||
| 0150 | CULVERT PIPE-15 INCH EQUIV | 00490 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0160 | CULVERT PIPE-18 INCH EQUIV | 00491 | LF | 101.50 | 101.500 | 102.000 | 102.000 | 60.00 | 6,120.00 | |||
| 0170 | CULVERT PIPE-24 INCH EQUIV | 00492 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0180 | STORM SEWER PIPE-12 INCH | 00520 | LF | 40.50 | 40.500 | 40.000 | 40.000 | 31.00 | 1,240.00 | |||
| 0190 | STORM SEWER PIPE-15 INCH | 00521 | LF | 1,578.50 | 1,578.500 | 1,667.500 | 1,667.500 | 35.00 | 58,362.50 | |||
| 0200 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,174.00 | 1,174.000 | 1,231.800 | 1,231.800 | 37.00 | 45,576.60 | |||
| 0210 | STORM SEWER PIPE-24 INCH | 00524 | LF | 78.00 | 78.000 | 76.500 | 76.500 | 55.00 | 4,207.50 | |||
| 0220 | STORM SEWER PIPE-15 INCH EQUIV | 00551 | LF | 37.00 | 37.000 | 80.000 | 80.000 | 45.00 | 3,600.00 | |||
| 0230 | STORM SEWER PIPE-24 INCH EQUIV | 00554 | LF | 57.00 | 57.000 | 72.000 | 72.000 | 51.00 | 3,672.00 | |||
| 0240 | STORM SEWER PIPE-30 INCH EQUIV | 00556 | LF | 66.50 | 66.500 | 61.500 | 61.500 | 65.00 | 3,997.50 | |||
| 0250 | STORM SEWER PIPE-42 INCH EQUIV | 00559 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 115.00 | 8,050.00 | |||
| 0260 | PERFORATED PIPE-4 INCH | 01000 | LF | 40.00 | 40.000 | 400.000 | 400.000 | 10.00 | 4,000.00 | |||
| 0270 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,775.00 | 3,550.00 | |||
| 0280 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,550.00 | 5,100.00 | |||
| 0290 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,350.00 | 10,050.00 | |||
| 0300 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,750.00 | 11,500.00 | |||
| 0310 | CURB BOX INLET TYPE A | 01456 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 3,250.00 | 107,250.00 | |||
| 0320 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0330 | DROP BOX INLET TYPE 11 | 01544 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,425.00 | 11,400.00 | |||
| 0340 | DROP BOX INLET TYPE 12A | 01550 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 180.00 | 7,200.00 | |||
| 0350 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,250.00 | 4,500.00 | |||
| 0360 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,650.00 | 10,950.00 | |||
| 0370 | CAP DROP BOX INLET | 01584 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 0380 | JUNCTION BOX-15 INCH | 01641 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 725.00 | 1,450.00 | |||
| 0390 | JUNCTION BOX-18 INCH | 01642 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0400 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 0410 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0420 | STANDARD CURB AND GUTTER | 01810 | LF | 8,551.00 | 8,551.000 | 9,436.000 | 9,436.000 | 17.00 | 160,412.00 | |||
| 0430 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 211.00 | 211.000 | 289.000 | 289.000 | 22.00 | 6,358.00 | |||
| 0440 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 200.00 | 2,200.00 | |||
| 0450 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 2,030.00 | 2,030.000 | 2,180.050 | 2,180.050 | 75.00 | 163,503.75 | |||
| 0460 | TEMPORARY DITCH | 02159 | LF | 12,196.00 | 12,196.000 | 37.000 | 37.000 | 0.95 | 35.15 | |||
| 0470 | GRANULAR EMBANKMENT | 02223 | CUYD | 112.00 | 3,023.000 | 381.090 | 3,031.000 | 3,412.090 | 20.00 | 7,621.80 | 68,241.80 | |
| 0480 | EMBANKMENT IN PLACE | 02230 | CUYD | 36,899.00 | 41,825.980 | 41,825.980 | 41,825.980 | 10.35 | 432,898.89 | |||
| 0490 | WATER | 02242 | MGAL | 5.00 | 5.000 | 5.000 | 5.000 | 10.00 | 50.00 | |||
| 0500 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 718.00 | 718.000 | 615.000 | 615.000 | 4.25 | 2,613.75 | |||
| 0510 | WATER GATE TYPE 1 | 02347 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,966.00 | 3,966.00 | |||
| 0520 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,600.00 | 4,600.000 | 4,932.500 | 4,932.500 | 16.00 | 78,920.00 | |||
| 0530 | GUARDRAIL TERMINAL SECTION NO 1 TEMP | 02360 | EACH | 1.00 | 1.000 | 5.000 | 5.000 | 30.00 | 150.00 | |||
| 0540 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,610.00 | 10,440.00 | |||
| 0550 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 630.00 | 3,780.00 | |||
| 0560 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,960.00 | 9,800.00 | |||
| 0570 | TEMPORARY GUARDRAIL | 02397 | LF | 712.50 | 712.500 | 562.500 | 562.500 | 8.00 | 4,500.00 | |||
| 0580 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 84.00 | 84.000 | 79.000 | 79.000 | 75.00 | 5,925.00 | |||
| 0590 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0600 | CHANNEL LINING CLASS II | 02483 | TON | 784.00 | 1,697.460 | 1,735.120 | 1,735.120 | 25.00 | 43,378.00 | |||
| 0610 | CLEARING AND GRUBBING 32.70 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 170,000.00 | 170,000.00 | |||
| 0620 | CONCRETE-CLASS B | 02555 | CUYD | 171.36 | 182.360 | 182.280 | 182.280 | 600.00 | 109,368.00 | |||
| 0630 | SIGNS | 02562 | SQFT | 424.00 | 1,287.000 | 1,287.750 | 1,287.750 | 7.50 | 9,658.12 | |||
| 0640 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 10,185.00 | 10,185.000 | 211.000 | 211.000 | 1.80 | 379.80 | |||
| 0650 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10,547.00 | 10,547.000 | 880.890 | 880.890 | 1.80 | 1,585.60 | |||
| 0660 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 160,300.00 | 160,300.00 | |||
| 0670 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 197,375.00 | 197,375.00 | |||
| 0680 | TEMPORARY SILT FENCE | 02701 | LF | 8,755.00 | 12,655.000 | 12,328.000 | 12,328.000 | 3.85 | 47,462.80 | |||
| 0690 | SILT TRAP TYPE A | 02703 | EACH | 32.00 | 32.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0700 | SILT TRAP TYPE B | 02704 | EACH | 59.00 | 59.000 | 48.000 | 48.000 | 200.00 | 9,600.00 | |||
| 0710 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0720 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 177.00 | 177.000 | 20.000 | 20.000 | 285.00 | 5,700.00 | |||
| 0730 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 26,265.00 | 26,265.000 | 5,800.000 | 5,800.000 | 2.35 | 13,630.00 | |||
| 0740 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 3,870.00 | 3,870.000 | 4,238.260 | 4,238.260 | 38.00 | 161,053.88 | |||
| 0750 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0760 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,218.00 | 16,307.420 | 16,307.420 | 16,307.420 | 1.15 | 18,753.53 | |||
| 0770 | TEMPORARY MULCH | 05952 | SQYD | 158,268.00 | 167,244.000 | 167,744.560 | 167,744.560 | 0.13 | 21,806.79 | |||
| 0780 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 18,576.00 | 18,576.000 | 18,978.790 | 18,978.790 | 0.18 | 3,416.18 | |||
| 0790 | TOPDRESSING FERTILIZER | 05966 | TON | 0.49 | 0.490 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0800 | SEEDING AND PROTECTION | 05985 | SQYD | 85,534.00 | 85,534.000 | 82,072.444 | 82,072.444 | 0.27 | 22,159.55 | |||
| 0810 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 12,830.00 | 21,835.000 | 21,835.420 | 21,835.420 | 0.18 | 3,930.37 | |||
| 0820 | SODDING | 05990 | SQYD | 7,348.00 | 9,093.000 | 9,093.000 | 9,093.000 | 4.45 | 40,463.85 | |||
| 0830 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 97,200.00 | 154,966.000 | 158,798.000 | 158,798.000 | 0.15 | 23,819.70 | |||
| 0840 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 47,436.00 | 47,436.000 | 47,211.000 | 47,211.000 | 0.15 | 7,081.65 | |||
| 0850 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 695.00 | 695.000 | 557.000 | 557.000 | 2.50 | 1,392.50 | |||
| 0860 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 239.00 | 239.000 | 296.000 | 296.000 | 6.00 | 1,776.00 | |||
| 0870 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 803.00 | 803.000 | 689.000 | 689.000 | 1.25 | 861.25 | |||
| 0880 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 24.000 | 24.000 | 70.00 | 1,680.00 | |||
| 0890 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 1,215.00 | 1,215.000 | 53.000 | 53.000 | 2.50 | 132.50 | |||
| 0900 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 120.00 | 120.000 | 135.610 | 135.610 | 45.00 | 6,102.45 | |||
| 0910 | STONE MASONRY VENEER | 08004 | SQFT | 1,419.00 | 1,623.000 | 1,623.000 | 1,623.000 | 15.00 | 24,345.00 | |||
| 0920 | CONCRETE-CLASS A | 08100 | CUYD | 53.28 | 53.280 | 56.455 | 56.455 | 830.00 | 46,857.65 | |||
| 0930 | STEEL REINFORCEMENT | 08150 | LB | 2,721.00 | 2,721.000 | 2,963.500 | 2,963.500 | 1.00 | 2,963.50 | |||
| 0940 | SILT TRAP TYPE C | 20496NS843 | EACH | 49.00 | 49.000 | 12.000 | 12.000 | 215.00 | 2,580.00 | |||
| 0950 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 147.00 | 147.000 | 1.000 | 1.000 | 75.00 | 75.00 | |||
| 0960 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0970 | STEEL HANDRAIL | 21133ED | LF | 226.00 | 226.000 | 218.500 | 218.500 | 44.00 | 9,614.00 | |||
| 0980 | REMOVE, STORE, AND REINSTALL SIGN | 21134ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0990 | WET STONE MASONRY WALL | 21135ED | LF | 20.00 | 20.000 | 20.000 | 20.000 | 150.00 | 3,000.00 | |||
| 8004 | TEMPORARY SIGNAL SCHOOL FLASHERS | 04935 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,185.00 | 3,185.00 | |||
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 71,991.920 | 983.290 | 71,991.920 | 72,975.210 | 1.00 | 983.29 | 72,975.21 | |
| 8006 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 117,486.920 | -0.720 | 117,486.920 | 117,486.200 | 1.00 | -0.72 | 117,486.20 | |
| 8007 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 612.500 | 612.500 | 612.500 | 1.50 | 918.75 | |||
| 8009 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,950.00 | 9,900.00 | |||
| 8015 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 18,111.105 | 18,111.106 | 18,111.106 | 1.00 | 18,111.10 | |||
| 8016 | COST PLUS WORK Retaining Wall | 10080NSD | DOLL | 0.00 | 90,516.260 | 90,516.260 | 90,516.260 | 1.00 | 90,516.26 | |||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0002 BRIDGE | |||||||
| 1000 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1010 | FOUNDATION PREPARATION 24983 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,015.00 | 4,015.00 | |||
| 1020 | CONCRETE-CLASS A | 08100 | CUYD | 63.10 | 63.100 | 63.179 | 63.179 | 625.00 | 39,486.87 | |||
| 1030 | STEEL REINFORCEMENT | 08150 | LB | 4,211.00 | 4,211.000 | 4,211.000 | 4,211.000 | 1.30 | 5,474.30 | |||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0003 BRIDGE | |||||||
| 1040 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1050 | FOUNDATION PREPARATION 24984 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,995.00 | 2,995.00 | |||
| 1060 | CONCRETE-CLASS A | 08100 | CUYD | 56.60 | 56.600 | 56.600 | 56.600 | 625.00 | 35,375.00 | |||
| 1070 | STEEL REINFORCEMENT | 08150 | LB | 3,690.00 | 3,690.000 | 3,690.000 | 3,690.000 | 1.30 | 4,797.00 | |||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0004 LANDSCAPING | |||||||
| 1080 | ROADWAY EXCAVATION | 02200 | CUYD | 4,500.00 | 4,500.000 | 4,500.000 | 4,500.000 | 31.90 | 143,550.00 | |||
| 1090 | TEMPORARY SILT FENCE | 02701 | LF | 700.00 | 5,665.000 | 5,665.000 | 5,665.000 | 3.20 | 18,128.00 | |||
| 1100 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 6,110.00 | 6,110.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 1110 | PIN OAK | 20511NS724 | EACH | 25.00 | 25.000 | 4.000 | 4.000 | 27.25 | 109.00 | |||
| 1120 | RED MAPLE | 20512NS724 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 27.25 | 54.50 | |||
| 1130 | TULIP POPLAR | 20516NS724 | EACH | 14.00 | 14.000 | 2.000 | 2.000 | 27.25 | 54.50 | |||
| 1140 | HACKBERRY TREE | 20682NS724 | EACH | 38.00 | 38.000 | 4.000 | 4.000 | 27.25 | 109.00 | |||
| 1150 | SYCAMORE TREE | 20683NS724 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 27.25 | 109.00 | |||
| 1160 | SPICEBUSH | 20924NS724 | EACH | 22.00 | 22.000 | 28.000 | 28.000 | 27.25 | 763.00 | |||
| 1170 | SILKY WILLOW | 21021ES724 | EACH | 9.00 | 9.000 | 28.000 | 28.000 | 27.25 | 763.00 | |||
| 1180 | BLACK WALNUT | 21140NS724 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 27.25 | 54.50 | |||
| 1190 | GREEN ASH | 21146NS724 | EACH | 14.00 | 14.000 | 2.000 | 2.000 | 27.25 | 54.50 | |||
| 1200 | WHITE OAK | 21147NS724 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 27.25 | 81.75 | |||
| 1210 | SILKY DOGWOOD | 21148NS724 | EACH | 37.00 | 37.000 | 64.000 | 64.000 | 27.25 | 1,744.00 | |||
| 1220 | SILKY DOGWOOD | 21148NS724 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 27.25 | 0.00 | |||
| 1230 | COMMON ELDERBERRY | 21149NS724 | EACH | 22.00 | 22.000 | 50.000 | 50.000 | 27.25 | 1,362.50 | |||
| 1240 | COMMON ELDERBERRY | 21149NS724 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 27.25 | 0.00 | |||
| 1250 | ARROWWOOD VIBURNUM | 21150NS724 | EACH | 22.00 | 22.000 | 27.000 | 27.000 | 27.25 | 735.75 | |||
| 1260 | SMOOTH ALDER | 21151NS724 | EACH | 37.00 | 37.000 | 29.000 | 29.000 | 27.25 | 790.25 | |||
| 1270 | BUTTONBUSH | 21152NS724 | EACH | 37.00 | 37.000 | 30.000 | 30.000 | 27.25 | 817.50 | |||
| 1280 | RED-OSIER DOGWOOD | 21153NS724 | EACH | 9.00 | 9.000 | 54.000 | 54.000 | 27.25 | 1,471.50 | |||
| 1290 | RED-OSIER DOGWOOD | 21153NS724 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 27.25 | 0.00 | |||
| 1300 | HEART-LEAF WILLOW | 21154NS724 | EACH | 17.00 | 17.000 | 53.000 | 53.000 | 27.25 | 1,444.25 | |||
| 1310 | STABILIZED ROCK CONSTRUCTION ENTRANCE | 21155ND | EACH | 4.00 | 5.000 | 5.000 | 5.000 | 875.00 | 4,375.00 | |||
| 1320 | PUMP AROUND | 21156ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 1330 | COIR FIBER MATTING | 21157ED | SQYD | 2,300.00 | 5,654.000 | 5,654.460 | 5,654.460 | 2.50 | 14,136.15 | |||
| 1340 | SALVAGING AND PLACING TOPSOIL | 21158ED | CUYD | 1,100.00 | 1,100.000 | 1,100.000 | 1,100.000 | 9.75 | 10,725.00 | |||
| 1350 | ROCK STEP-REACH C | 21159ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 1360 | ROCK TOE PROTECTION REACHES A AND B | 21160ED | LF | 215.00 | 215.000 | 215.000 | 215.000 | 35.00 | 7,525.00 | |||
| 1370 | ROCK TOE PROTECTION REACHES C-D AND E | 21160ED | LF | 310.00 | 310.000 | 310.000 | 310.000 | 35.00 | 10,850.00 | |||
| 1380 | LIVE BRANCH LAYERING | 21161ED | LF | 291.00 | 291.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1390 | MACRO TURF | 21163ED | SQYD | 193.00 | 255.100 | 255.100 | 255.100 | 18.00 | 4,591.80 | |||
| 1400 | BEDROCK STEP-REACH A | 21164ND | EACH | 7.00 | 9.000 | 7.000 | 7.000 | 650.00 | 4,550.00 | |||
| 1410 | SEEDING & MULCHING FOR PLANTING-ZONE 1 | 21165ED | SQYD | 2,518.00 | 2,518.000 | 1,632.500 | 1,632.500 | 0.62 | 1,012.15 | |||
| 1420 | SEEDING & MULCHING FOR PLANTING-ZONE 2 | 21166ED | SQYD | 281.00 | 387.000 | 387.417 | 387.417 | 2.50 | 968.54 | |||
| 1430 | SEEDING & MULCHING FOR PLANTING-ZONE 3 | 21167ED | SQYD | 3,291.00 | 10,254.696 | 10,254.696 | 10,254.696 | 4.10 | 42,044.25 | |||
| 1440 | COMBINATION STEP-REACH A | 21169ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 1450 | COMBINATION STEP-REACH B | 21170ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 1460 | COMBINATION STEP-REACH C | 21171ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 1470 | COMBINATION STEP-REACH D | 21172ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 1480 | COMBINATION STEP-REACH E | 21174ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 1490 | BEDROCK STEP-REACH B | 21175ND | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 825.00 | 0.00 | |||
| 1500 | BEDROCK STEP-REACH D | 21176ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 1510 | BEDROCK STEP-REACH E | 21177ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,675.00 | 3,350.00 | |||
| 3180 | AMERICAN BLADDERNUT | 21506NS724 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 27.25 | 0.00 | |||
| 3190 | COMMON NINEBARK | 21505NS724 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 27.25 | 0.00 | |||
| 3200 | WINTERBERRY | 20538NS724 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 27.25 | 0.00 | |||
| 8000 | EW~ 18 IN BANK RECONSTRUCTION SOCK | 10093EX | LF | 0.00 | 178.000 | 178.000 | 178.000 | 15.00 | 2,670.00 | |||
| 8001 | EW~ 12 IN BANK RECONSTRUCTIVE SOCK | 10093EX | LF | 0.00 | 170.000 | 140.000 | 140.000 | 12.95 | 1,813.00 | |||
| 8002 | EW~ 8 IN BANK RECONSTRUCTIVE SOCK | 10093EX | LF | 0.00 | 250.000 | 250.000 | 250.000 | 9.80 | 2,450.00 | |||
| 8003 | EW~ COMPOST BLANKET AND SEEDING | 10097EX | SQFT | 0.00 | 8,546.000 | 8,546.000 | 8,546.000 | 0.90 | 7,691.40 | |||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0005 GAS | |||||||
| 1520 | STEEL ENCASEMENT PIPE-10 INCH | 01067 | LF | 204.00 | 204.000 | 254.000 | 254.000 | 43.00 | 10,922.00 | |||
| 1530 | GAS LINE-1 INCH | 03398 | LF | 1,199.00 | 1,199.000 | 1,171.000 | 1,171.000 | 18.00 | 21,078.00 | |||
| 1540 | GAS LINE-2 INCH | 03400 | LF | 129.00 | 269.000 | 276.000 | 276.000 | 60.00 | 16,560.00 | |||
| 1550 | GAS LINE-4 INCH | 03404 | LF | 76.00 | 76.000 | 120.000 | 120.000 | 70.00 | 8,400.00 | |||
| 1560 | TIE-IN 2 INCH | 03463 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 700.00 | 4,200.00 | |||
| 1570 | TIE-IN 4 INCH | 03464 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 1580 | TIE-IN 6 INCH | 03466 | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 1,400.00 | 9,800.00 | |||
| 1590 | CUT & CAP-6" PE GAS LINE | 20398EC | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 500.00 | 3,500.00 | |||
| 1600 | POLYETHYLENE GAS PIPE-6 IN | 21201ED | LF | 8,755.50 | 8,755.500 | 9,013.000 | 9,013.000 | 41.00 | 369,533.00 | |||
| 1610 | VENTED STEEL COVER PIPE-10 IN X .25 IN | 21202ED | LF | 295.00 | 295.000 | 297.000 | 297.000 | 100.00 | 29,700.00 | |||
| 1620 | RECONNECT GAS METER-2 IN | 21203ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 1630 | RECONNECT GAS SERVICE-1IN | 21204ND | EACH | 36.00 | 36.000 | 42.000 | 42.000 | 225.00 | 9,450.00 | |||
| 1640 | SERVICE SADDLE AND TAP-1 IN | 21205ND | EACH | 42.00 | 44.000 | 55.000 | 55.000 | 595.00 | 32,725.00 | |||
| 1650 | POLYVALVE AND BOX-6 IN | 21206ND | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 675.00 | 12,150.00 | |||
| 1660 | POLYVALVE AND BOX-4 IN | 21207ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 1670 | POLYVALVE AND BOX-2" | 21208ND | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 175.00 | 1,575.00 | |||
| 1680 | STEEL X PE TRANSITION-6" | 21209ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 230.00 | 230.00 | |||
| 1690 | LINE STOPPER & TAP-6" | 21210ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 8,300.00 | 16,600.00 | |||
| 1700 | CUT & CAP-4" CI GAS LINE | 21211ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1710 | CUT & CAP-4" PE GAS LINE | 21211ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 1720 | CUT & CAP-2" PE GAS LINE | 21212ND | EACH | 7.00 | 7.000 | 11.000 | 11.000 | 300.00 | 3,300.00 | |||
| 1730 | CONCRETE PAVING REPLACEMENT | 21213ED | LF | 8.00 | 8.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0006 WATERLINE | |||||||
| 1740 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 100.00 | 8,500.00 | |||
| 1750 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 739.00 | 739.000 | 718.000 | 718.000 | 65.50 | 47,029.00 | |||
| 1760 | DUCTILE IRON PIPE-6 INCH RJ | 01093 | LF | 129.00 | 129.000 | 134.000 | 134.000 | 36.50 | 4,891.00 | |||
| 1770 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 260.00 | 260.000 | 255.500 | 255.500 | 50.50 | 12,902.75 | |||
| 1780 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 10,428.00 | 10,428.000 | 10,295.000 | 10,295.000 | 40.00 | 411,800.00 | |||
| 1790 | DUCTILE IRON PIPE-12 INCH RJ | 01099 | LF | 328.00 | 328.000 | 304.000 | 304.000 | 60.50 | 18,392.00 | |||
| 1800 | DUCTILE IRON PIPE-18 INCH | 01105 | LF | 786.00 | 786.000 | 830.000 | 830.000 | 68.50 | 56,855.00 | |||
| 1810 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 1820 | COPPER PIPE-1 INCH | 03361 | LF | 1,497.00 | 1,841.000 | 1,841.000 | 1,841.000 | 18.50 | 34,058.50 | |||
| 1830 | COPPER PIPE-2 INCH | 03363 | LF | 101.00 | 101.000 | 97.000 | 97.000 | 26.00 | 2,522.00 | |||
| 1840 | INSTALL WATER METER | 03430 | EACH | 35.00 | 35.000 | 37.000 | 37.000 | 570.00 | 21,090.00 | |||
| 1850 | RECONNECT SERVICE | 03437 | EACH | 39.00 | 53.000 | 54.000 | 54.000 | 415.00 | 22,410.00 | |||
| 1860 | TIE-IN 2 INCH W/SLEEVE & COMPRESSION FITTING | 03463 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1870 | GATE VALVE-6 INCH | 03526 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 700.00 | 2,800.00 | |||
| 1880 | GATE VALVE-8 INCH | 03528 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 925.00 | 4,625.00 | |||
| 1890 | GATE VALVE-12 INCH | 03532 | EACH | 33.00 | 33.000 | 34.000 | 34.000 | 1,750.00 | 59,500.00 | |||
| 1900 | WATER SERVICE 1IN | 20874ED | LF | 46.00 | 46.000 | 45.000 | 45.000 | 180.00 | 8,100.00 | |||
| 1910 | WATER SERVICE 2 IN | 20876ED | LF | 1.00 | 1.000 | 3.000 | 3.000 | 375.00 | 1,125.00 | |||
| 1920 | CUT- CAP- AND BLOCK 8 IN | 21047ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 825.00 | 1,650.00 | |||
| 1930 | CUT- CAP- AND BLOCK 6 IN | 21048ND | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 825.00 | 7,425.00 | |||
| 1940 | CONCRETE PAVING REPLACEMENT | 21213ED | LF | 36.00 | 36.000 | 40.000 | 40.000 | 65.00 | 2,600.00 | |||
| 1950 | STEEL COVER PIPE-20" X .34" SPACERS AND END CAPS | 21214ED | LF | 234.00 | 234.000 | 264.000 | 264.000 | 175.00 | 46,200.00 | |||
| 1960 | METER ASSEMBLY-2" | 21215ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,030.00 | 1,030.00 | |||
| 1970 | RECONNECT METER-5/8" | 21216ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 465.00 | 0.00 | |||
| 1980 | METER BOX-5/8" METER YOKE & KEY VALVE | 21217ND | EACH | 7.00 | 7.000 | 19.000 | 19.000 | 560.00 | 10,640.00 | |||
| 1990 | RECONNECT WATER SERVICE LINE-2" | 21218ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 625.00 | 1,250.00 | |||
| 2000 | FIRE HYDRANT ASSEMBLY-6" | 21219ND | EACH | 15.00 | 15.000 | -1.000 | 17.000 | 16.000 | 3,350.00 | -3,350.00 | 53,600.00 | |
| 2010 | TAP 18" WATER LINE W/18 INX12 IN TAP SLEEVE &12 INTAP VALVE | 21220ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 21,650.00 | 21,650.00 | |||
| 2020 | TAP 18" WATER LINE W/18"X18" TAPPING SLEEVE &18"TAPPING VAL | 21220ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,025.00 | 14,025.00 | |||
| 2030 | TAP 10 IN WATER LINE W/10"X10" TAP SLEEVE &10" TAP VALVE | 21221ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,710.00 | 4,710.00 | |||
| 2040 | TAP 8" WATER LINE W/8"X8" TAP SLEEVE & 8" TAP VALVE | 21222ND | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 2050 | TAP 6" WATER LINE W/6"X6"TAP SLEEVE & 6" TAP VALVE | 21223ND | EACH | 7.00 | 6.000 | 5.000 | 5.000 | 2,920.00 | 14,600.00 | |||
| 2060 | INSTALL 2" TAPPING SADDLE W/2 IN TAP & 1-2 IN VALVE-VALVE BOX & COLLAR | 21224ND | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 480.00 | 1,920.00 | |||
| 2070 | REMOVE EXIST 18" DIMJ PLUG | 21225ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 2080 | CUT, CAP, & BLOCK-18" | 21226ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 2090 | CUT, CAP, & BLOCK-2" | 21227ND | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 2100 | AIR RELEASE VALVE ASSEMBLY-2" INSTALL | 21228ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,125.00 | 2,125.00 | |||
| 2110 | CONCRETE CAP FOR 12" DI WATER LINE | 21229ED | LF | 15.00 | 15.000 | 15.000 | 15.000 | 80.00 | 1,200.00 | |||
| 2120 | REMOVE EXIST 18" DIMJ 45 DEG BEND | 21230ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 225.00 | 225.00 | |||
| 2130 | LINE STOPPER-18" WITH 18 IN STOP | 21231ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 21,500.00 | 21,500.00 | |||
| 2140 | WATER SAMPLING STATION ASSEMBLY | 21232ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 2150 | ASPHALT PAVING REPLACEMENT | 21233ED | LF | 70.00 | 70.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 2160 | ASPHALT PAVING REPLACEMENT | 21234ED | SQYD | 232.00 | 232.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 8008 | MECH JOINT SLEEVE 30 IN | 22967NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,970.00 | 2,970.00 | |||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0007 SEWER | |||||||
| 2170 | SEWER PIPE-6 INCH 0 FT- 6 FT T&B | 01051 | LF | 30.00 | 30.000 | 143.000 | 143.000 | 78.00 | 11,154.00 | |||
| 2180 | SEWER PIPE-6 INCH 6 FT-8 FT T&B | 01051 | LF | 726.00 | 435.000 | 796.000 | 796.000 | 76.00 | 60,496.00 | |||
| 2190 | SEWER PIPE-6 INCH 8 FT-10 FT T&B | 01051 | LF | 50.00 | 341.000 | 5.000 | 5.000 | 93.00 | 465.00 | |||
| 2200 | SEWER PIPE-8 INCH 0 FT-6 FT T&B | 01052 | LF | 20.00 | 20.000 | 29.000 | 29.000 | 158.00 | 4,582.00 | |||
| 2210 | SEWER PIPE-8 INCH 10 FT-12 FT T&B | 01052 | LF | 227.00 | 227.000 | 420.500 | 420.500 | 88.00 | 37,004.00 | |||
| 2220 | SEWER PIPE-8 INCH 6 FT-8 FT T&B | 01052 | LF | 54.50 | 54.500 | 52.000 | 52.000 | 88.00 | 4,576.00 | |||
| 2230 | SEWER PIPE-8 INCH 8 FT-10 FT T&B | 01052 | LF | 396.00 | 396.000 | 233.000 | 233.000 | 98.00 | 22,834.00 | |||
| 2240 | SEWER PIPE-10 INCH 0 FT -6 FT T&B | 01053 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 94.00 | 5,640.00 | |||
| 2250 | SEWER PIPE-10 INCH 12FT -14 FT T&B | 01053 | LF | 21.50 | 21.500 | 27.000 | 27.000 | 118.00 | 3,186.00 | |||
| 2260 | SEWER PIPE-12 INCH 8 FT-10 FT T&B | 01054 | LF | 37.00 | 37.000 | 25.000 | 25.000 | 103.00 | 2,575.00 | |||
| 2270 | SEWER PIPE-15 INCH 6FT-8FT T&B | 01055 | LF | 121.00 | 121.000 | 112.000 | 112.000 | 103.00 | 11,536.00 | |||
| 2280 | SEWER PIPE-15 INCH 8 FT-10 FT T&B | 01055 | LF | 107.00 | 107.000 | 112.000 | 112.000 | 106.00 | 11,872.00 | |||
| 2290 | SEWER PIPE-18 INCH 10 FT TO 12 FT T&B | 01056 | LF | 967.00 | 967.000 | 941.000 | 941.000 | 126.00 | 118,566.00 | |||
| 2300 | SEWER PIPE-24 INCH 8 FT-10 FT T&B | 01058 | LF | 560.00 | 560.000 | 550.000 | 550.000 | 118.00 | 64,900.00 | |||
| 2310 | DUCTILE IRON PIPE-6 INCH 6 FT-8 FT T&B | 01093 | LF | 743.00 | 743.000 | 823.000 | 823.000 | 83.00 | 68,309.00 | |||
| 2320 | DUCTILE IRON PIPE-6 INCH 8 FT-10 FT T&B | 01093 | LF | 436.00 | 436.000 | 261.000 | 261.000 | 88.00 | 22,968.00 | |||
| 2330 | DUCTILE IRON PIPE-8 INCH 10 FT-12 FT T&B | 01095 | LF | 119.00 | 119.000 | 138.000 | 138.000 | 120.00 | 16,560.00 | |||
| 2340 | DUCTILE IRON PIPE-8 INCH 8 FT-10 FT T&B | 01095 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 110.00 | 4,950.00 | |||
| 2350 | DUCTILE IRON PIPE-12 INCH 10 FT-12 FT T&B | 01099 | LF | 183.50 | 183.500 | 178.000 | 178.000 | 113.00 | 20,114.00 | |||
| 2360 | DUCTILE IRON PIPE-16 INCH 10 FT-12 FT T&B | 01103 | LF | 313.50 | 313.500 | 270.000 | 270.000 | 143.00 | 38,610.00 | |||
| 2370 | DUCTILE IRON PIPE-16 INCH 12 FT-14 FT T&B | 01103 | LF | 530.00 | 530.000 | 549.000 | 549.000 | 146.00 | 80,154.00 | |||
| 2380 | DUCTILE IRON PIPE-24 INCH 10 FT-12 FT T&B | 01111 | LF | 754.00 | 754.000 | 929.000 | 929.000 | 168.00 | 156,072.00 | |||
| 2390 | DUCTILE IRON PIPE-24 INCH 14 FT-16 FT T&B | 01111 | LF | 493.00 | 493.000 | 284.000 | 284.000 | 163.00 | 46,292.00 | |||
| 2400 | DUCTILE IRON PIPE-24 INCH 8 FT-10 FT T&B | 01111 | LF | 242.00 | 242.000 | 276.000 | 276.000 | 153.00 | 42,228.00 | |||
| 2410 | PLUG PIPE | 01314 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 125.00 | 125.00 | |||
| 2420 | REMOVE MANHOLE | 01787 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 365.00 | 365.00 | |||
| 2430 | REMOVE MANHOLE INSTALL 4 FT DIAMETER MANHOLE | 01787 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 365.00 | 730.00 | |||
| 2440 | RECONSTRUCT MANHOLE 4 FT DIAMETER | 01789 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 2450 | RECONSTRUCT MANHOLE 5 FT DIAMETER | 01789 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 2460 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 685.00 | 4,110.00 | |||
| 2470 | SANITARY SEWER MANHOLE 4 FT DIAMETER | 01799 | EACH | 15.00 | 16.000 | 16.000 | 16.000 | 2,550.00 | 40,800.00 | |||
| 2480 | SANITARY SEWER MANHOLE 5 FT DIAMETER | 01799 | EACH | 23.00 | 25.000 | 25.000 | 25.000 | 4,250.00 | 106,250.00 | |||
| 2490 | SANITARY SEWER MANHOLE 6 FT DIAMETER | 01799 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 2500 | TIE-IN 4 INCH OR 6 IN LATERAL | 03464 | EACH | 44.00 | 44.000 | 37.000 | 37.000 | 135.00 | 4,995.00 | |||
| 2510 | TIE-IN 30 IN-27 IN -12 IN - 10 IN & 8 IN | 03479 | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 1,565.00 | 18,780.00 | |||
| 2520 | CONCRETE CAP | 20097ES601 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 100.00 | 2,000.00 | |||
| 2530 | DROP MANHOLE 4 FT DIAMETER | 20240ES408 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,500.00 | 21,000.00 | |||
| 2540 | DROP MANHOLE 5 FT DIAMETER | 20240ES408 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 2550 | DROP MANHOLE 6 FT DIAMETER | 20240ES408 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 2560 | DUCTILE IRON PIPE-36" 10 FT-12 FT T&B | 21235ED | LF | 131.00 | 131.000 | 128.500 | 128.500 | 188.00 | 24,158.00 | |||
| 2570 | DUCTILE IRON PIPE-36" 14 FT-16 FT T&B | 21235ED | LF | 88.00 | 88.000 | 90.000 | 90.000 | 188.00 | 16,920.00 | |||
| 2580 | DUCTILE IRON PIPE-30" 10 FT-12 FT T&B | 21236ED | LF | 235.00 | 235.000 | 236.000 | 236.000 | 163.00 | 38,468.00 | |||
| 2590 | DUCTILE IRON PIPE-30" 12 FT -14 FT T&B | 21236ED | LF | 155.00 | 155.000 | 155.000 | 155.000 | 163.00 | 25,265.00 | |||
| 2600 | DUCTILE IRON PIPE-30" 14 FT-16 FT T&B | 21236ED | LF | 139.00 | 139.000 | 133.500 | 133.500 | 173.00 | 23,095.50 | |||
| 2610 | DUCTILE IRON PIPE-30" 6 FT -8 FT T&B | 21236ED | LF | 110.00 | 110.000 | 167.000 | 167.000 | 163.00 | 27,221.00 | |||
| 2620 | PVC PIPE-30" 6 FT-8 FT T&B | 21237ED | LF | 708.00 | 708.000 | 714.000 | 714.000 | 138.00 | 98,532.00 | |||
| 2630 | MAIN KILL-16" | 21238ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,150.00 | 3,150.00 | |||
| 2640 | PVC PIPE-16" CLASS 200 | 21239ED | LF | 1,023.00 | 1,023.000 | 876.500 | 876.500 | 83.00 | 72,749.50 | |||
| 2650 | CAP PIPE-24" | 21240ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,250.00 | 2,250.00 | |||
| 2660 | TEE 8" X 6"-PVC | 21241ND | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 125.00 | 1,500.00 | |||
| 2670 | TEE 16" X 6"-DI | 21242ND | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 825.00 | 6,600.00 | |||
| 2680 | TEE 15" X 6"-PVC | 21243ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 2690 | TEE 18" X 6"-DI | 21244ND | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,275.00 | 14,025.00 | |||
| 2700 | TEE 24" X 6"-DI | 21245ND | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,800.00 | 14,400.00 | |||
| 2710 | TEE 24" X 6"-PVC | 21246ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 2720 | PLUG 30 IN SEWER | 21248ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 2730 | PLUG 10 IN SEWER | 21249ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 2740 | CLEAN AND VIDEO EXIST 8 IN OR 12 IN SEWER | 21250ED | LF | 2,830.00 | 2,830.000 | 2,830.000 | 2,830.000 | 2.00 | 5,660.00 | |||
| 2750 | RAISE MANHOLE TO GRADE | 21251ED | VTFT | 2.20 | 2.200 | 2.200 | 2.200 | 385.00 | 847.00 | |||
| 2760 | LOWER 6 IN PVC SEWER | 21252ED | LF | 25.00 | 25.000 | 10.500 | 10.500 | 60.00 | 630.00 | |||
| 2770 | STEEL COVER PIPE-48 IN X .56 IN | 21253ED | LF | 80.00 | 80.000 | 80.000 | 80.000 | 400.00 | 32,000.00 | |||
| 2780 | ASPHALT TRENCH PAVING | 21254ED | LF | 32.00 | 32.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 2790 | ASPHALT PAVING OVERLAY | 21255ED | SQYD | 99.00 | 99.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 2800 | AIR & VACUUM VALVE ASSEMBLY-2 IN | 21256ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8010 | DUCTILE IRON PIPE-8 INCH 6FT-8FT T&B | 01095 | LF | 0.00 | 67.000 | 67.000 | 67.000 | 207.00 | 13,869.00 | |||
| 8011 | TIE-IN TO SEWER 24 IN | 09825 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,810.00 | 3,810.00 | |||
| 8012 | TIE-IN TO SEWER 8 IN | 09825 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,340.00 | 1,340.00 | |||
| 8013 | BY-PASS PUMPING | 07544 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 8014 | REMOVE Existing 24 IN x 6 IN Tee | 09326M03 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0008 WATERLINE 2 | |||||||
| 2810 | PVC PIPE-4 INCH | 03383 | LF | 20.00 | 20.000 | 39.000 | 39.000 | 70.00 | 2,730.00 | |||
| 2820 | PVC PIPE-6 INCH | 03385 | LF | 832.00 | 1,706.000 | 1,155.000 | 1,155.000 | 21.00 | 24,255.00 | |||
| 2830 | REMOVE-REINSTALL FIRE HYDRANT | 03436 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 2840 | TIE-IN 4 INCH | 03464 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 650.00 | 1,300.00 | |||
| 2850 | TIE-IN 6 INCH | 03466 | EACH | 1.00 | 17.000 | 2.000 | 2.000 | 1,100.00 | 2,200.00 | |||
| 2860 | TIE-IN 12 INCH | 03472 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,150.00 | 2,150.00 | |||
| 2870 | GATE VALVE-6 INCH | 03526 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 700.00 | 2,800.00 | |||
| 2880 | OPEN CUT ROADWAY W/STEEL ENCAS FOR 6 IN WATER MAIN | 04821 | LF | 175.00 | 175.000 | 175.000 | 175.000 | 90.00 | 15,750.00 | |||
| 2890 | DISPOSAL OF A/C WATER LINE MATERIAL | 21258ED | LF | 505.00 | 505.000 | 472.000 | 472.000 | 15.00 | 7,080.00 | |||
| 2900 | REMOVAL OF EXISTING PUMP STATION | 21259ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 2910 | MASTER METER STATION | 21260ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 34,275.00 | 34,275.00 | |||
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0009 DEMOBILIZATION | |||||||
| 2920 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 447,825.00 | 447,825.00 | |||
| 2930 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 134,765.00 | 33,691.25 | 134,765.00 | |
| Project | DE07601690616 | Fed/State Project Number | FD04 076 0169 000-003 | Category | 0010 SIGNILIZATION | |||||||
| 2940 | CONDUIT-2 INCH | 04795 | LF | 255.00 | 1,135.000 | 905.000 | 905.000 | 10.15 | 9,185.75 | |||
| 2950 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 8.000 | 9.000 | 9.000 | 507.62 | 4,568.58 | |||
| 2960 | TRENCHING AND BACKFILLING | 04820 | LF | 100.00 | 980.000 | 870.000 | 870.000 | 8.12 | 7,064.40 | |||
| 2970 | OPEN CUT ROADWAY | 04821 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 86.29 | 2,588.70 | |||
| 2980 | LOOP WIRE | 04830 | LF | 1,595.00 | 3,315.000 | 4,428.000 | 4,428.000 | 0.41 | 1,815.48 | |||
| 2990 | CABLE-NO. 14/5C | 04844 | LF | 1,562.00 | 2,102.000 | 2,025.000 | 2,025.000 | 1.32 | 2,673.00 | |||
| 3000 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,406.00 | 4,206.000 | 3,913.000 | 3,913.000 | 1.32 | 5,165.16 | |||
| 3010 | POLE 35 FT WOODEN | 04871 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 769.55 | 2,308.65 | |||
| 3020 | SIGNAL PEDESTAL | 04882 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 710.66 | 710.66 | |||
| 3030 | ANCHOR | 04884 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 329.95 | 0.00 | |||
| 3040 | MESSENGER-10800 LB | 04885 | LF | 225.00 | 655.000 | 617.000 | 617.000 | 3.76 | 2,319.92 | |||
| 3050 | LOOP SAW SLOT AND FILL | 04895 | LF | 626.00 | 1,226.000 | 1,125.000 | 1,125.000 | 13.20 | 14,850.00 | |||
| 3060 | PEDESTRIAN DETECTOR | 04900 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 197.97 | 1,187.82 | |||
| 3070 | SIGNAL-8 INCH | 04910 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 253.81 | 1,015.24 | |||
| 3080 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 5.00 | 13.000 | 13.000 | 13.000 | 685.28 | 8,908.64 | |||
| 3090 | SIGNAL-4 SECTION 12 INCH | 04913 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 913.71 | 1,827.42 | |||
| 3100 | SIGNAL-5 SECTION 12 INCH | 04914 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 3110 | SIGNAL-PEDESTRIAN | 04916 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 558.38 | 3,350.28 | |||
| 3120 | BEACON CONTROLLER-2 CIRCUIT | 04930 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,573.61 | 3,147.22 | |||
| 3130 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 2,538.07 | 5,076.14 | |||
| 3140 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 8.000 | 8.000 | 8.000 | 3,248.73 | 25,989.84 | |||
| 3150 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 253.81 | 1,015.24 | |||
| 3160 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 10.00 | 10.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 3170 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 253.81 | 253.81 | |||
| SUBTOT | $38,945.62 |
$10,619,239.63 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
3020-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0043 | $222.600000 | $222.60 | ||||||
3060-2-0I |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0043 | $10.600000 | $63.60 | ||||||
3060-1-0I |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0043 | $116.600000 | $699.60 | ||||||
3080-1-0I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0043 | $422.940000 | $2,114.70 | ||||||
3090-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0043 | $598.900000 | $1,197.80 | ||||||
3100-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0043 | $716.560000 | $716.56 | ||||||
3110-1-0I |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0043 | $275.600000 | $1,653.60 | ||||||
3120-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0043 | $784.400000 | $1,568.80 | ||||||
3020-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0043 | $222.600000 | $-222.60 | ||||||
3080-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0043 | $422.940000 | $-2,114.70 | ||||||
3090-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0043 | $598.900000 | $-1,197.80 | ||||||
3100-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0043 | $716.560000 | $-716.56 | ||||||
3110-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0043 | $275.600000 | $-551.20 | ||||||
3060-2-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0045 | $10.600000 | $-63.60 | ||||||
3060-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0045 | $116.600000 | $-699.60 | ||||||
3110-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0045 | $275.600000 | $-1,102.40 | ||||||
3120-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0057 | $784.400000 | $-1,568.80 | ||||||
| SUBTOT | $0.00 |
|||||||||||