|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061201 | Estimate Number | 0073 | Estimate Type FINAL | |||
| District Office | MADISIONVILLE (02340) Hill, Gary R. | ||||||
| Contractor | ROGERS GROUP INC | ADDR SN 7 VC Code VC0000026400 | |||||
| PO BOX 10278 | |||||||
| ATLANTA , GA , 30368-2798 | |||||||
| Pay Period | 02/20/2010 TO 04/30/2010 | ||||||
| Date Approved | 07/29/2010 | ||||||
| Primary Proj Number | DE02490040601 | ||||||
| Project No. | NH 9004(12) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | EDWARD T. BREATHITT PARKWAY-US 68B TO US 41A | ||||||
| Description | E.T. BREATHITT PARKWAY EXTENSION FROM US-41A IN HOPKINSVILLE TO I-24 | ||||||
| Date Let | 03/31/2006 | Formal Acceptance | 09/26/2008 | ||||
| Date Awarded | 04/18/2006 | Date Work Began | 05/09/2006 | ||||
| Date Contract Executed | 05/08/2006 | Open To Traffic | 09/26/2008 | ||||
| Date NTP Issued | 05/08/2006 | Actual Completion Date | 09/26/2008 | ||||
| Current Contract Amount | $25,363,416.27 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $24,420,855.42 |
Total Earnings | $24,077,714.45 |
$23,928,072.21 |
$149,642.24 |
|
| Percent Complete | 94.93 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
| Funds Available | $1,285,800.88 |
Gross Earnings | $24,077,714.46 |
$23,928,072.22 |
$149,642.24 |
|
| Total Change Orders | $942,560.85 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $24,077,615.39 |
$23,927,973.15 |
$149,642.24 |
|||
| Contract Id | 061201 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0073 | Project Number | NH 9004(12) | |||||||
| Contractor | ROGERS GROUP INC | Period | 02/20/2010 TO 04/30/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Structure Excavation - SR & Mass Concrete | Approved | 10/05/2006 | $20,289.19 | 0.0 | |||||
| 002 | Rem Structure, Temp Barrier Wall, & Temp Crash Cushion | Approved | 12/04/2006 | $438,677.70 | 8.0 | |||||
| 003 | Emb in Place and Pipe Undercut | Approved | 05/14/2007 | $109,322.84 | 0.0 | |||||
| 004 | Epoxy Steel Reinf, Cr Agg Slope Prot, & Drilled Shafts | Approved | 05/18/2007 | $49,336.82 | 0.0 | |||||
| 005 | Value Engineering | Approved | 05/24/2007 | $-292,989.43 | 0.0 | |||||
| 006 | Class A Concrete & Steel Reinforcement | Approved | 05/25/2007 | $102,136.84 | 0.0 | |||||
| 007 | Fuel & Asphalt Price Adjustment | Approved | 08/02/2007 | $5,793.27 | 0.0 | |||||
| 008 | Special Seeding Crown Vetch & Misc. Bridge Items | Approved | 08/14/2007 | $25,864.78 | 0.0 | |||||
| 009 | Asph Placement with MTV, Long Edge Key, San Sewer Manhole | Approved | 12/07/2007 | $44,544.52 | 0.0 | |||||
| 010 | Changing type of surface mix | Approved | 12/03/2007 | $0.00 | 0.0 | |||||
| 011 | Signalization on US 41A for Ramp H and J | Approved | 03/04/2008 | $89,804.76 | 0.0 | |||||
| 012 | Additional Masonry Coating for Retaining and Barrier Walls | Approved | 04/07/2008 | $25,194.53 | 0.0 | |||||
| 013 | Pennyrile Parkway Grade Bust | Approved | 04/23/2008 | $187,245.19 | 0.0 | |||||
| 014 | Bore and Jack 36 in US 68 Bypass | Approved | 08/04/2008 | $142,163.74 | 0.0 | |||||
| 015 | Non Spec Material Override | Approved | 07/22/2008 | $0.00 | 0.0 | |||||
| 016 | Change from PG 76-22 to PG 64-22 | Approved | 08/12/2009 | $-4,823.90 | 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 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0007 | 5,914.94 |
$1.00 |
$5,914.94 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0008 | 15,802.80 |
$1.00 |
$15,802.80 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0011 | 6,624.19 |
$1.00 |
$6,624.19 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 81,346.38 |
$1.00 |
$81,346.38 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0038 | 0.00 |
$0.00 |
$-109,688.31 |
||
| DE02490040601 | 1360 | CL3 ASPH SURF 0.50A PG76-22 | NON-SPEC MATERIAL DEDUCTION | 0043 | 0.00 |
$0.00 |
$-99.07 |
||
| Contract Id | 061201 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE02490040601 | |||||||
| Estimate Nbr | 0073 | Period | 02/20/2010 TO 04/30/2010 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | 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 | REMOVE DROP BOX INLET | 01585 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 404.34 | 1,617.36 | |||
| 0030 | ISLAND INTEGRAL CURB | 01845 | LF | 581.00 | 581.000 | 496.000 | 496.000 | 18.50 | 9,176.00 | |||
| 0050 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 608.00 | 608.000 | 597.000 | 597.000 | 19.10 | 11,402.70 | |||
| 0060 | ASPHALT WEDGE CURB | 01897 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 6.29 | 0.00 | |||
| 0090 | CONC MEDIAN BARRIER TYPE 12C | 01967 | LF | 79.00 | 79.000 | 67.000 | 67.000 | 90.98 | 6,095.66 | |||
| 0100 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 5.05 | 75.75 | |||
| 0110 | BARRICADE-TYPE III | 02014 | EACH | 27.00 | 27.000 | 18.000 | 18.000 | 303.25 | 5,458.50 | |||
| 0120 | REMOVE PAVEMENT | 02091 | SQYD | 14,444.00 | 14,444.000 | 11,342.000 | 11,342.000 | 4.70 | 53,307.40 | |||
| 0130 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,847.00 | 2,847.000 | 228.000 | 228.000 | 8.09 | 1,844.52 | |||
| 0140 | EMBANKMENT IN PLACE | 02230 | CUYD | 723,879.00 | 769,143.920 | 768,597.000 | 768,597.000 | 7.00 | 5,380,179.00 | |||
| 0150 | WATER | 02242 | MGAL | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 9,624.00 | 9,624.000 | 10,330.000 | 10,330.000 | 4.50 | 46,485.00 | |||
| 0170 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 14,539.00 | 14,539.000 | 15,006.250 | 15,006.250 | 16.22 | 243,401.37 | |||
| 0180 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 863.00 | 863.000 | 723.750 | 723.750 | 25.32 | 18,325.35 | |||
| 0190 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 45.49 | 272.94 | |||
| 0200 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 13.00 | 13.000 | 11.000 | 11.000 | 1,971.14 | 21,682.54 | |||
| 0210 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 5,054.20 | 25,271.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 2,638.29 | 21,106.32 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 454.88 | 6,368.32 | |||
| 0240 | REMOVE GUARDRAIL | 02381 | LF | 6,449.00 | 6,449.000 | 7,412.500 | 7,412.500 | 1.47 | 10,896.37 | |||
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 202.17 | 1,617.36 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,981.25 | 5,943.75 | |||
| 0270 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 80.87 | 485.22 | |||
| 0280 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 5.00 | 5.000 | 12.000 | 12.000 | 70.76 | 849.12 | |||
| 0290 | CHANNEL LINING CLASS II | 02483 | TON | 5,403.00 | 5,403.000 | 5,483.090 | 5,483.090 | 26.28 | 144,095.60 | |||
| 0300 | CLEARING AND GRUBBING 104.8 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 136,463.44 | 136,463.44 | |||
| 0310 | SIGNS | 02562 | SQFT | 5,525.00 | 5,525.000 | 994.000 | 994.000 | 6.57 | 6,530.58 | |||
| 0320 | EDGE KEY | 02585 | LF | 152.00 | 152.000 | 536.000 | 536.000 | 93.57 | 50,153.52 | |||
| 0330 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 9,490.00 | 9,490.000 | 13,089.680 | 13,089.680 | 2.02 | 26,441.15 | |||
| 0340 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,542.01 | 50,542.01 | |||
| 0350 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,021.68 | 4,043.36 | |||
| 0360 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 21,071.62 | 0.00 | |||
| 0370 | SAFELOADING | 02690 | CUYD | 5.00 | 5.000 | 10.300 | 10.300 | 202.17 | 2,082.35 | |||
| 0380 | TEMPORARY SILT FENCE | 02701 | LF | 3,262.00 | 3,262.000 | 9,659.000 | 9,659.000 | 3.03 | 29,266.77 | |||
| 0390 | SILT TRAP TYPE A | 02703 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 353.79 | 0.00 | |||
| 0400 | SILT TRAP TYPE B | 02704 | EACH | 112.00 | 112.000 | 74.000 | 74.000 | 353.79 | 26,180.46 | |||
| 0410 | SILT TRAP TYPE C | 20496NS843 | EACH | 39.00 | 39.000 | 45.000 | 45.000 | 252.71 | 11,371.95 | |||
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 208.00 | 208.000 | 10.000 | 10.000 | 0.01 | 0.10 | |||
| 0430 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,792.00 | 1,792.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0440 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 624.00 | 624.000 | 12.000 | 12.000 | 0.01 | 0.12 | |||
| 0450 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 52,192.00 | 52,192.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0460 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 126,355.04 | 12,635.50 | 126,355.04 | |
| 0470 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,695.73 | 5,695.73 | |||
| 0480 | CRASH CUSHION TYPE VI D | 02888 | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 11,932.97 | 47,731.88 | |||
| 0490 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,559.62 | 11,119.24 | |||
| 0510 | TUBULAR MARKERS | 03225 | EACH | 406.00 | 406.000 | 77.000 | 77.000 | 38.36 | 2,953.72 | |||
| 0520 | EROSION CONTROL BLANKET | 05950 | SQYD | 120,711.00 | 120,711.000 | 19,895.800 | 19,895.800 | 1.14 | 22,681.21 | |||
| 0530 | EROSION CONTROL BLANKET (SPECIAL) | 20327ES212 | SQYD | 3,989.00 | 3,989.000 | 0.000 | 0.000 | 8.39 | 0.00 | |||
| 0540 | TEMPORARY MULCH | 05952 | SQYD | 537,192.00 | 537,192.000 | 202,485.710 | 202,485.710 | 0.12 | 24,298.28 | |||
| 0550 | TOPDRESSING FERTILIZER | 05966 | TON | 18.40 | 18.400 | 10.550 | 10.550 | 454.88 | 4,798.98 | |||
| 0560 | SEEDING AND PROTECTION | 05985 | SQYD | 354,869.00 | 354,869.000 | 262,676.200 | 262,676.200 | 0.25 | 65,669.05 | |||
| 0570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 32,320.00 | 32,320.000 | 73,696.000 | 73,696.000 | 0.18 | 13,265.28 | |||
| 0580 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 17,619.00 | 17,619.000 | 28,461.000 | 28,461.000 | 0.21 | 5,976.81 | |||
| 0590 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 36,335.00 | 36,335.000 | 27,729.000 | 27,729.000 | 0.64 | 17,746.56 | |||
| 0600 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 25,427.00 | 25,427.000 | 20,570.000 | 20,570.000 | 0.64 | 13,164.80 | |||
| 0610 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 5,148.00 | 5,148.000 | 6,231.000 | 6,231.000 | 1.27 | 7,913.37 | |||
| 0620 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 12,800.00 | 12,800.000 | 0.000 | 0.000 | 1.51 | 0.00 | |||
| 0630 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 11,125.00 | 11,125.000 | 3,892.000 | 3,892.000 | 1.51 | 5,876.92 | |||
| 0640 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 60.00 | 60.000 | 255.000 | 255.000 | 8.14 | 2,075.70 | |||
| 0650 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 49,957.00 | 49,957.000 | 6,194.000 | 6,194.000 | 4.19 | 25,952.86 | |||
| 0660 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 635.00 | 635.000 | 0.000 | 0.000 | 0.64 | 0.00 | |||
| 0670 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 31.00 | 31.000 | 45.000 | 45.000 | 116.25 | 5,231.25 | |||
| 0680 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 7.18 | 0.00 | |||
| 0690 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 7.18 | 0.00 | |||
| 0700 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 28.00 | 28.000 | 96.000 | 96.000 | 21.73 | 2,086.08 | |||
| 0710 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 487.00 | 487.000 | 532.000 | 532.000 | 21.73 | 11,560.36 | |||
| 0715 | CONC MEDIAN BARRIER TY 9A-MOD | 21397ED | LF | 722.90 | 722.900 | 697.900 | 697.900 | 55.60 | 38,803.24 | |||
| 0720 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 189.00 | 189.000 | 176.000 | 176.000 | 21.73 | 3,824.48 | |||
| 0730 | CONCRETE-CLASS A | 08100 | CUYD | 70.83 | 70.830 | 61.330 | 61.330 | 874.38 | 53,625.72 | |||
| 0740 | STEEL REINFORCEMENT | 08150 | LB | 5,599.00 | 5,599.000 | 2,455.000 | 2,455.000 | 1.36 | 3,338.80 | |||
| 0750 | TEMPORARY SILT DITCH | 20594ES213 | LF | 2,700.00 | 2,700.000 | 0.000 | 0.000 | 3.03 | 0.00 | |||
| 0760 | SOUND BARRIER WALL | 21120EC | SQYD | 1,233.00 | 1,233.000 | 1,233.000 | 1,233.000 | 386.65 | 476,739.45 | |||
| 0770 | TEMPORARY MEDIAN CROSSOVER | 20259ED | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 21,174.94 | 42,349.88 | |||
| 0780 | CLAY SOIL CAP | 20315ED | CUYD | 792.00 | 792.000 | 0.000 | 0.000 | 10.11 | 0.00 | |||
| 0790 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 12,483.00 | 29,264.000 | 3,049.470 | 3,049.470 | 2.00 | 6,098.94 | |||
| 0800 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 340.65 | 0.00 | |||
| 0810 | ENTRANCE PIPE-15 INCH | 00440 | LF | 82.00 | 82.000 | 0.000 | 0.000 | 36.39 | 0.00 | |||
| 0820 | CULVERT PIPE-15 INCH | 00461 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 67.73 | 0.00 | |||
| 0830 | CULVERT PIPE-18 INCH | 00462 | LF | 1,096.00 | 1,096.000 | 1,096.000 | 1,096.000 | 46.50 | 50,964.00 | |||
| 0840 | CULVERT PIPE-24 INCH | 00464 | LF | 514.00 | 514.000 | 514.000 | 514.000 | 51.55 | 26,496.70 | |||
| 0850 | CULVERT PIPE-30 INCH | 00466 | LF | 1,412.00 | 1,412.000 | 1,171.000 | 1,171.000 | 65.70 | 76,934.70 | |||
| 0860 | CULVERT PIPE-36 INCH | 00468 | LF | 372.00 | 372.000 | 369.000 | 369.000 | 75.81 | 27,973.89 | |||
| 0870 | CULVERT PIPE-42 INCH | 00469 | LF | 116.00 | 116.000 | 116.000 | 116.000 | 86.93 | 10,083.88 | |||
| 0880 | CULVERT PIPE-18 INCH EQUIV | 00491 | LF | 95.00 | 95.000 | 95.000 | 95.000 | 57.62 | 5,473.90 | |||
| 0890 | CULVERT PIPE-24 INCH EQUIV | 00492 | LF | 194.00 | 194.000 | 194.000 | 194.000 | 83.90 | 16,276.60 | |||
| 0920 | STORM SEWER PIPE-15 INCH | 00521 | LF | 13.00 | 13.000 | 13.000 | 13.000 | 56.61 | 735.93 | |||
| 0930 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,775.00 | 1,775.000 | 1,666.000 | 1,666.000 | 37.40 | 62,308.40 | |||
| 0940 | STORM SEWER PIPE-24 INCH | 00524 | LF | 625.00 | 625.000 | 618.000 | 618.000 | 57.62 | 35,609.16 | |||
| 0950 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,213.01 | 1,213.01 | |||
| 0960 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,819.51 | 10,917.06 | |||
| 0970 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,314.09 | 1,314.09 | |||
| 0980 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,516.26 | 4,548.78 | |||
| 0990 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,819.51 | 5,458.53 | |||
| 1000 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,335.77 | 16,678.85 | |||
| 1010 | CURB BOX INLET TYPE B | 01480 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 3,133.60 | 50,137.60 | |||
| 1020 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,628.18 | 0.00 | |||
| 1030 | DROP BOX INLET TYPE 5B | 01505 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 3,740.11 | 48,621.43 | |||
| 1040 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.76 | 3,800.76 | |||
| 1050 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,740.11 | 7,480.22 | |||
| 1060 | DROP BOX INLET TYPE 5F MOD | 01518 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,740.11 | 7,480.22 | |||
| 1070 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,133.60 | 3,133.60 | |||
| 1080 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,054.20 | 0.00 | |||
| 1090 | CONC MED BARR BOX INLET TY 12B1 | 01608 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,054.20 | 10,108.40 | |||
| 1100 | CONC MED BARR BOX INLET TY 9B1 | 01621 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,054.20 | 5,054.20 | |||
| 1110 | JUNCTION BOX-18 INCH | 01642 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,900.38 | 1,900.38 | |||
| 1120 | JUNCTION BOX-24 INCH | 01643 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,819.51 | 1,819.51 | |||
| 1130 | REMOVE PIPE | 01310 | LF | 430.00 | 430.000 | 215.000 | 215.000 | 4.04 | 868.60 | |||
| 1140 | PLUG PIPE | 01314 | EACH | 4.00 | 4.000 | 134.000 | 134.000 | 404.34 | 54,181.56 | |||
| 1150 | CHANNEL LINING CLASS II | 02483 | TON | 105.61 | 105.610 | 0.000 | 0.000 | 26.28 | 0.00 | |||
| 1160 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10,332.60 | 10,332.600 | 0.000 | 0.000 | 2.02 | 0.00 | |||
| 1170 | REMOVE HEADWALL | 02625 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 151.63 | 454.89 | |||
| 1180 | CONCRETE-CLASS A | 08100 | CUYD | 49.99 | 49.990 | 0.000 | 0.000 | 874.38 | 0.00 | |||
| 1190 | STEEL REINFORCEMENT | 08150 | LB | 2,401.00 | 2,401.000 | 171.000 | 171.000 | 1.36 | 232.56 | |||
| 1200 | PERFORATED PIPE-4 INCH | 01000 | LF | 35,086.00 | 0.000 | 650.000 | 650.000 | 4.65 | 3,022.50 | |||
| 1210 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,322.00 | 0.000 | 0.000 | 0.000 | 13.14 | 0.00 | |||
| 1220 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 25.00 | 0.000 | 0.000 | 0.000 | 202.17 | 0.00 | |||
| 1230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 19.00 | 0.000 | 0.000 | 0.000 | 394.23 | 0.00 | |||
| 1240 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 424.55 | 0.00 | |||
| 1250 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 30.00 | 0.000 | 0.000 | 0.000 | 434.66 | 0.00 | |||
| 1260 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 20.00 | 0.000 | 0.000 | 0.000 | 424.55 | 0.00 | |||
| 1270 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 71.00 | 0.000 | 0.000 | 0.000 | 40.43 | 0.00 | |||
| 8006 | PIPE UNDERCUT Pipe Undercut | 02219 | CUYD | 0.00 | 539.920 | 539.920 | 539.920 | 20.00 | 10,798.40 | |||
| 8014 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 0.00 | 82,280.000 | 94,864.000 | 94,864.000 | 0.24 | 22,767.36 | |||
| 8015 | REMOVE CRASH CUSHION - Ty 1X | 20432ES112 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 210.00 | 420.00 | |||
| 8018 | LONGITUDINAL EDGE KEY | 21289ND | LF | 0.00 | 2,950.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8026 | NON-SPEC MATERIAL Emulsified Asphal SS-1H | 10070NS | DOLL | 0.00 | 0.001 | -1,172.580 | -1,172.580 | 1.00 | -1,172.58 | |||
| 8027 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | -19,560.000 | -19,560.000 | 1.00 | -19,560.00 | |||
| 8028 | NON-SPEC MATERIAL Asphalt Seal Aggregate 9m | 10070NS | DOLL | 0.00 | 0.001 | -2,608.000 | -2,608.000 | 1.00 | -2,608.00 | |||
| 8029 | NON-SPEC MATERIAL Asphalt Seal Aggregate 8m | 10070NS | DOLL | 0.00 | 0.001 | -2,397.990 | -2,397.990 | 1.00 | -2,397.99 | |||
| 8053 | MOBILIZATION Mobilization/Demobilization Grade Bust | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,520.00 | 5,520.00 | |||
| 8061 | STAKING Staking/Bluetopping Grade Bust | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 38,973.00 | 38,973.00 | |||
| 8065 | STANDARD BARRIER MEDIAN TYPE 2 Ramp J | 01917 | SQYD | 0.00 | 240.000 | 240.000 | 240.000 | 132.00 | 31,680.00 | |||
| 8066 | MAINTAIN & CONTROL TRAFFIC Ramp J | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 8067 | MOBILIZATION FOR MILL & TEXT Ramp J | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 8068 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 0.00 | 50,854.000 | 39,994.000 | 39,994.000 | 0.28 | 11,198.32 | |||
| 8069 | FOUNDATION PREPARATION Retaining Wall | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,850.00 | 3,850.00 | |||
| 8080 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 0.00 | 1,453.620 | 1,453.620 | 1,453.620 | 48.77 | 70,893.04 | |||
| 8081 | REMOVE FENCE | 02265 | LF | 0.00 | 414.000 | 414.000 | 414.000 | 1.98 | 819.72 | |||
| 8082 | DOUBLE VEHICULAR WOVEN WIRE GATE | 02289 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,800.70 | 3,601.40 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0002 PAVEMENT - ASPHALT | |||||||
| 1280 | DGA BASE | 00001 | TON | 79,184.00 | 0.000 | 4,176.190 | 4,176.190 | 15.88 | 66,317.89 | |||
| 1290 | CRUSHED STONE BASE | 00003 | TON | 227.00 | 0.000 | 0.000 | 0.000 | 28.12 | 0.00 | |||
| 1300 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 27,965.00 | 0.000 | 0.000 | 0.000 | 37.14 | 0.00 | |||
| 1310 | LEVELING & WEDGING PG64-22 | 00190 | TON | 5,318.00 | 5,318.000 | 1,593.180 | 1,593.180 | 50.35 | 80,216.61 | |||
| 1320 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 16,682.00 | 16,682.000 | 7,435.770 | 7,435.770 | 45.45 | 337,955.74 | |||
| 1330 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 35,091.00 | 35,091.000 | 40,630.770 | 40,630.770 | 43.53 | 1,768,657.41 | |||
| 1340 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 20,479.00 | 20,479.000 | 14,658.630 | 14,658.630 | 49.59 | 726,921.46 | |||
| 1350 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 3,698.00 | 395.530 | 395.530 | 395.530 | 49.71 | 19,661.79 | |||
| 1360 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 8,785.00 | 0.000 | 0.000 | 0.000 | 55.13 | 0.00 | |||
| 1370 | LIME STABILIZED ROADBED | 00013 | SQYD | 103,483.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1380 | LIME | 00014 | TON | 1,975.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1390 | ASPHALT CURING SEAL | 00358 | TON | 105.00 | 0.000 | 0.000 | 0.000 | 353.35 | 0.00 | |||
| 1400 | SAND FOR BLOTTER | 02702 | TON | 258.00 | 0.000 | 0.000 | 0.000 | 30.62 | 0.00 | |||
| 1410 | ASPHALT SEAL AGGREGATE | 00100 | TON | 445.00 | 445.000 | 939.690 | 939.690 | 62.91 | 59,115.89 | |||
| 1420 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 57.00 | 57.000 | 30.664 | 30.664 | 377.20 | 11,566.46 | |||
| 1430 | PCC BASE-8 INCH | 02063 | SQYD | 848.00 | 848.000 | 0.000 | 0.000 | 37.30 | 0.00 | |||
| 1440 | PCC BASE-9 INCH | 02064 | SQYD | 11,949.00 | 11,949.000 | 6,439.780 | 6,439.780 | 37.30 | 240,203.79 | |||
| 8008 | CRUSHED STONE BASE - Special | 00003 | TON | 0.00 | 90,716.400 | 65,754.770 | 65,754.770 | 18.88 | 1,241,450.05 | |||
| 8009 | STAKING - Special | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 8010 | EW~ - Decreased Bluetopping Productivity | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 52,923.10 | 52,923.10 | |||
| 8011 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 292,989.420 | 292,989.420 | 292,989.420 | 1.00 | 292,989.42 | |||
| 8012 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 7,466.120 | 244,852.200 | 244,852.200 | 1.00 | 244,852.20 | |||
| 8013 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | -1,672.850 | 149,918.470 | 149,918.470 | 1.00 | 149,918.47 | |||
| 8019 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 5,000.000 | 5,536.500 | 5,536.500 | 1.00 | 5,536.50 | |||
| 8020 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 0.00 | 7,331.380 | 11,651.000 | 11,651.000 | 55.13 | 642,319.63 | |||
| 8021 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 0.00 | 3,302.470 | 2,345.440 | 2,345.440 | 49.71 | 116,591.82 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0004 BRIDGE | |||||||
| 1650 | CONCRETE-CLASS A 25796 | 08100 | CUYD | 834.60 | 905.320 | 909.620 | 909.620 | 313.36 | 285,038.52 | |||
| 1660 | CONCRETE-CLASS AA 25796 | 08104 | CUYD | 1,145.60 | 1,145.600 | 1,145.600 | 1,145.600 | 353.80 | 405,313.28 | |||
| 1670 | STEEL REINFORCEMENT 25796 | 08150 | LB | 122,953.00 | 124,597.380 | 124,597.380 | 124,597.380 | 0.76 | 94,694.00 | |||
| 1680 | STEEL REINF-EPOXY COATED 25796 | 08151 | LB | 307,765.00 | 307,765.000 | 307,765.000 | 307,765.000 | 0.90 | 276,988.50 | |||
| 1690 | PRECAST PC I BEAM TYPE 4 25796 | 08634 | LF | 3,084.20 | 3,084.200 | 3,084.200 | 3,084.200 | 192.06 | 592,351.45 | |||
| 1700 | STRUCTURE GRANULAR BACKFILL 25796 | 02231 | CUYD | 674.00 | 674.000 | 637.300 | 637.300 | 30.33 | 19,329.30 | |||
| 1710 | MASONRY COATING 25796 | 02998 | SQYD | 3,708.00 | 3,708.000 | 3,708.000 | 3,708.000 | 8.09 | 29,997.72 | |||
| 1720 | PILES-STEEL HP14X89 25796 | 08051 | LF | 2,989.00 | 2,989.000 | 3,049.700 | 3,049.700 | 55.60 | 169,563.32 | |||
| 1730 | TEST PILES 25796 | 08033 | LF | 293.00 | 293.000 | 300.380 | 300.380 | 55.60 | 16,701.12 | |||
| 1740 | PILE POINTS-14 INCH 25796 | 08095 | EACH | 123.00 | 123.000 | 125.000 | 125.000 | 115.24 | 14,405.00 | |||
| 1750 | ARMORED EDGE FOR CONCRETE 25796 | 03299 | LF | 188.80 | 188.800 | 188.800 | 188.800 | 40.43 | 7,633.18 | |||
| 1760 | FOUNDATION PREPARATION 25796 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,195.12 | 18,195.12 | |||
| 1770 | STRUCTURE EXCAV-SOLID ROCK 25796 | 08002 | CUYD | 96.00 | 182.582 | 182.582 | 182.582 | 30.33 | 5,537.71 | |||
| 1780 | CRUSHED AGGREGATE SLOPE PROT 25796 | 08020 | TON | 782.00 | 782.000 | 826.570 | 826.570 | 23.25 | 19,217.75 | |||
| 8000 | MASS CONCRETE Mass Concrete | 10040ES | CUYD | 0.00 | 122.000 | 122.000 | 122.000 | 144.78 | 17,663.16 | |||
| 8004 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 1,600.000 | 1,220.000 | 1,220.000 | 48.88 | 59,633.60 | |||
| 8005 | CRASH CUSHION TYPE VI-T US 68 | 02894 | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 7,762.50 | 15,525.00 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0005 BRIDGE | |||||||
| 1790 | CONCRETE-CLASS A 25797 | 08100 | CUYD | 460.40 | 460.400 | 460.400 | 460.400 | 313.36 | 144,270.94 | |||
| 1800 | CONCRETE-CLASS AA 25797 | 08104 | CUYD | 865.50 | 865.500 | 840.000 | 840.000 | 353.79 | 297,183.60 | |||
| 1810 | STEEL REINFORCEMENT 25797 | 08150 | LB | 48,297.00 | 48,297.000 | 48,297.000 | 48,297.000 | 0.76 | 36,705.72 | |||
| 1820 | STEEL REINF-EPOXY COATED 25797 | 08151 | LB | 181,332.00 | 209,172.530 | 205,023.530 | 205,023.530 | 0.90 | 184,521.17 | |||
| 1830 | PRECAST PC I BEAM TYPE 3 25797 | 08633 | LF | 2,899.60 | 2,899.600 | 2,899.600 | 2,899.600 | 171.84 | 498,267.26 | |||
| 1840 | STRUCTURE GRANULAR BACKFILL 25797 | 02231 | CUYD | 302.00 | 302.000 | 302.000 | 302.000 | 30.33 | 9,159.66 | |||
| 1850 | MASONRY COATING 25797 | 02998 | SQYD | 2,441.00 | 2,441.000 | 2,441.000 | 2,441.000 | 8.09 | 19,747.69 | |||
| 1860 | PILES-STEEL HP14X73 25797 | 08050 | LF | 1,814.00 | 1,814.000 | 1,605.750 | 1,605.750 | 50.54 | 81,154.60 | |||
| 1870 | TEST PILES 25797 | 08033 | LF | 179.00 | 179.000 | 179.000 | 179.000 | 50.54 | 9,046.66 | |||
| 1880 | PILE POINTS-14 INCH 25797 | 08095 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 115.24 | 5,531.52 | |||
| 1890 | ARMORED EDGE FOR CONCRETE 25797 | 03299 | LF | 284.00 | 284.000 | 284.000 | 284.000 | 40.43 | 11,482.12 | |||
| 1900 | FOUNDATION PREPARATION 25797 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,032.52 | 3,032.52 | |||
| 1910 | CRUSHED AGGREGATE SLOPE PROT 25797 | 08020 | TON | 668.00 | 997.150 | 997.150 | 997.150 | 23.25 | 23,183.73 | |||
| 1920 | DRILLED SHAFT-ROCK 42 IN 25797 | 21329ED | LF | 108.00 | 125.800 | 125.800 | 125.800 | 404.34 | 50,865.97 | |||
| 1930 | DRILLED SHAFT-ROCK 48" 25797 | 20637ED | LF | 27.00 | 58.270 | 58.270 | 58.270 | 520.58 | 30,334.19 | |||
| 1940 | DRILLED SHAFT-COMMON 48" 25797 | 20636ED | LF | 370.00 | 343.790 | 343.790 | 343.790 | 303.25 | 104,254.31 | |||
| 1950 | ROCK SOUNDINGS 25797 | 20745ED | LF | 406.00 | 406.000 | 413.900 | 413.900 | 7.08 | 2,930.41 | |||
| 1960 | APPROACH SLAB 25797 | 08500 | SQYD | 745.00 | 745.000 | 745.000 | 745.000 | 126.36 | 94,138.20 | |||
| 1970 | ROCK CORINGS 25797 | 20746ED | LF | 325.00 | 325.000 | 332.500 | 332.500 | 25.27 | 8,402.27 | |||
| 1980 | STRUCTURAL STEEL 25797 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 76,823.86 | 76,823.86 | |||
| 8007 | EW~ Extra Work - Additional Freight | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0006 BRIDGE | |||||||
| 1990 | CONCRETE-CLASS A 25798 | 08100 | CUYD | 672.60 | 827.476 | 817.206 | 817.206 | 313.36 | 256,079.67 | |||
| 2000 | CONCRETE-CLASS AA 25798 | 08104 | CUYD | 1,417.00 | 1,417.000 | 1,417.000 | 1,417.000 | 353.79 | 501,320.43 | |||
| 2010 | STEEL REINFORCEMENT 25798 | 08150 | LB | 81,782.00 | 94,832.339 | 94,343.339 | 94,343.339 | 0.76 | 71,700.93 | |||
| 2020 | STEEL REINF-EPOXY COATED 25798 | 08151 | LB | 273,757.00 | 277,965.000 | 277,965.000 | 277,965.000 | 0.90 | 250,168.50 | |||
| 2030 | JS I-BEAM-72 IN 25798 | 21330ED | LF | 3,818.00 | 3,818.000 | 3,818.000 | 3,818.000 | 252.71 | 964,846.78 | |||
| 2040 | STRUCTURE GRANULAR BACKFILL 25798 | 02231 | CUYD | 466.00 | 466.000 | 621.080 | 621.080 | 30.33 | 18,837.35 | |||
| 2050 | MASONRY COATING 25798 | 02998 | SQYD | 4,858.00 | 4,858.000 | 4,858.000 | 4,858.000 | 8.09 | 39,301.22 | |||
| 2060 | PILES-STEEL HP14X73 25798 | 08050 | LF | 804.00 | 804.000 | 816.760 | 816.760 | 47.51 | 38,804.26 | |||
| 2070 | TEST PILES 25798 | 08033 | LF | 134.00 | 134.000 | 147.010 | 147.010 | 47.51 | 6,984.44 | |||
| 2080 | PILE POINTS-14 INCH 25798 | 08095 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 115.24 | 3,226.72 | |||
| 2090 | ARMORED EDGE FOR CONCRETE 25798 | 03299 | LF | 262.00 | 262.000 | 262.000 | 262.000 | 40.43 | 10,592.66 | |||
| 2100 | FOUNDATION PREPARATION 25798 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,032.52 | 3,032.52 | |||
| 2110 | CRUSHED AGGREGATE SLOPE PROT 25798 | 08020 | TON | 700.00 | 700.000 | 1,132.880 | 1,132.880 | 23.25 | 26,339.46 | |||
| 2120 | DRILLED SHAFT-ROCK 42 IN 25798 | 21329ED | LF | 144.00 | 144.000 | 126.680 | 126.680 | 424.55 | 53,781.99 | |||
| 2130 | DRILLED SHAFT-ROCK 48" 25798 | 20637ED | LF | 55.00 | 55.000 | 128.160 | 128.160 | 550.91 | 70,604.62 | |||
| 2140 | DRILLED SHAFT-COMMON 48" 25798 | 20636ED | LF | 373.00 | 373.000 | 200.450 | 200.450 | 333.58 | 66,866.11 | |||
| 2150 | ROCK SOUNDINGS 25798 | 20745ED | LF | 432.00 | 432.000 | 249.100 | 249.100 | 7.08 | 1,763.62 | |||
| 2160 | APPROACH SLAB 25798 | 08500 | SQYD | 468.00 | 468.000 | 468.000 | 468.000 | 126.35 | 59,131.80 | |||
| 2170 | ROCK CORINGS 25798 | 20746ED | LF | 452.00 | 452.000 | 484.600 | 484.600 | 25.27 | 12,245.84 | |||
| 2180 | STRUCTURAL STEEL 25798 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,596.22 | 55,596.22 | |||
| 8001 | REMOVE STRUCTURE | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 284,625.00 | 284,625.00 | |||
| 8002 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 440.000 | 1,380.000 | 1,380.000 | 48.88 | 67,454.40 | |||
| 8003 | CRASH CUSHION TYPE VI-T US 41A | 02894 | EACH | 0.00 | 4.000 | 2.000 | 2.000 | 7,762.50 | 15,525.00 | |||
| 8016 | BRIDGE Piling Removal | 22394NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,993.74 | 4,993.74 | |||
| 8017 | EW~ Concrete Class A Mod | 10091EX | CUYD | 0.00 | 4.000 | 4.000 | 4.000 | 175.96 | 703.84 | |||
| 8050 | COST PLUS WORK NB Bridge over 41A | 10080NSD | DOLL | 0.00 | 2,758.040 | 2,758.040 | 2,758.040 | 1.00 | 2,758.04 | |||
| 8051 | COST PLUS WORK Piling Removal @ 41A | 10080NSD | DOLL | 0.00 | 4,755.940 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0007 RETAINING WALL | |||||||
| 2190 | FOUNDATION PREPARATION 26037 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,086.72 | 8,086.72 | |||
| 2200 | RETAINING WALL 26037 | 08018 | SQFT | 8,886.60 | 9,265.600 | 13,148.500 | 13,148.500 | 63.68 | 837,296.48 | |||
| 8025 | MASONRY COATING Retaining and Barrier Walls | 02998 | SQYD | 0.00 | 1,273.610 | 1,273.610 | 1,273.610 | 8.09 | 10,303.50 | |||
| 8052 | CONCRETE-CLASS B Retaining Wall/Grade Bust | 02555 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 990.00 | 0.00 | |||
| 8054 | FOUNDATION PREPARATION Retaining Wall/Grade Bust | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,830.35 | 2,830.35 | |||
| 8055 | STRUCTURE EXCAVATION-COMMON Retaining Wall/Grade Bust | 08001 | CUYD | 0.00 | 220.000 | 220.000 | 220.000 | 13.86 | 3,049.20 | |||
| 8056 | REMOVE RETAINING WALL Grade Bust | 20479NS613 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 94,999.19 | 94,999.19 | |||
| 8057 | EW~ Retaining Wall/Barrier Dowels | 10105EX | LB | 0.00 | 2,237.500 | 2,237.500 | 2,237.500 | 0.76 | 1,700.50 | |||
| 8058 | EW~ Retaining Wall/Steel Reinforcment Cutting | 10094NX | EACH | 0.00 | 1,080.000 | 1,080.000 | 1,080.000 | 10.00 | 10,800.00 | |||
| 8059 | EW~ Retaining Wall/Disposal of Steel Reinforcement Material Cut | 10105EX | LB | 0.00 | 4,982.800 | 4,982.800 | 4,982.800 | 0.41 | 2,042.94 | |||
| 8064 | STEEL REINFORCEMENT Retaining Wall/Change in Cost of Steel Rienforcement | 08150 | LB | 0.00 | 38,000.000 | 38,000.000 | 38,000.000 | 0.12 | 4,560.00 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0008 SIGNING | |||||||
| 2210 | GMSS GALV STEEL TYPE C | 20815ED | LB | 3,877.00 | 3,877.000 | 4,535.130 | 4,535.130 | 4.45 | 20,181.32 | |||
| 2220 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 74.17 | 74.170 | 79.520 | 79.520 | 328.52 | 26,123.91 | |||
| 2230 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 5,826.00 | 5,826.000 | 6,159.470 | 6,159.470 | 1.77 | 10,902.26 | |||
| 2240 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,541.00 | 1,541.000 | 1,541.000 | 1,541.000 | 15.16 | 23,361.56 | |||
| 2250 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 302.40 | 302.400 | 328.360 | 328.360 | 9.99 | 3,280.31 | |||
| 2260 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 138.00 | 138.000 | 138.000 | 138.000 | 11.32 | 1,562.16 | |||
| 2270 | STEEL POST TYPE 2 | 06411 | LF | 1,086.00 | 1,086.000 | 896.000 | 896.000 | 4.52 | 4,049.92 | |||
| 2280 | OSS ALUMINUM 75 FT TRUSS | 06436 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50,870.54 | 50,870.54 | |||
| 2290 | OSS ALUMINUM 85 FT TRUSS | 06443 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50,188.22 | 50,188.22 | |||
| 2300 | ROADWAY CROSS SECTION | 20419ED | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 303.25 | 606.50 | |||
| 2310 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 100.00 | 100.000 | 112.000 | 112.000 | 23.25 | 2,604.00 | |||
| 2320 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 50.00 | 50.000 | 67.000 | 67.000 | 23.25 | 1,557.75 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0009 LIGHTING | |||||||
| 2360 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 9.00 | 9.000 | 2.000 | 7.000 | 9.000 | 23,552.58 | 47,105.16 | 211,973.22 | |
| 2370 | POLE BASE-HIGH MAST | 04742 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 7,075.88 | 63,682.92 | |||
| 2380 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,097.56 | 9,097.56 | |||
| 2390 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 50.00 | 50.000 | 39.000 | 39.000 | 841.02 | 32,799.78 | |||
| 2400 | CONDUIT-3 1/2 INCH | 04798 | LF | 2,720.00 | 2,720.000 | 3,135.000 | 3,135.000 | 35.38 | 110,916.30 | |||
| 2410 | MARKER | 04800 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 126.36 | 3,538.08 | |||
| 2420 | TRENCHING AND BACKFILLING | 04820 | LF | 14,150.00 | 14,150.000 | 9,123.000 | 9,123.000 | 5.05 | 46,071.15 | |||
| 2430 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 3,550.00 | 3,550.000 | 4,065.000 | 4,065.000 | 3.03 | 12,316.95 | |||
| 2450 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 3,400.00 | 3,400.000 | 3,417.000 | 3,417.000 | 4.04 | 13,804.68 | |||
| 2460 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 7,200.00 | 7,200.000 | 7,080.000 | 7,080.000 | 4.85 | 34,338.00 | |||
| 2470 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 13,140.92 | 1,314.09 | 13,140.92 | |
| 2480 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 10.00 | 10.000 | 12.000 | 12.000 | 606.50 | 7,278.00 | |||
| 2490 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,010.84 | 6,065.04 | |||
| 8030 | CONDUIT-2 INCH | 04795 | LF | 0.00 | 80.000 | 80.000 | 80.000 | 33.35 | 2,668.00 | |||
| 8031 | CABLE-NO. 14/5C | 04844 | LF | 0.00 | 589.000 | 589.000 | 589.000 | 2.88 | 1,696.32 | |||
| 8032 | CABLE-NO. 14/7C | 04845 | LF | 0.00 | 290.000 | 290.000 | 290.000 | 3.45 | 1,000.50 | |||
| 8033 | MESSENGER-10800 LB | 04885 | LF | 0.00 | 583.000 | 583.000 | 583.000 | 5.18 | 3,019.94 | |||
| 8034 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 0.00 | 12.000 | 12.000 | 12.000 | 920.00 | 11,040.00 | |||
| 8035 | SIGNAL-5 SECTION 12 INCH | 04914 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,265.00 | 2,530.00 | |||
| 8036 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,025.00 | 8,050.00 | |||
| 8037 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 5,980.00 | 41,860.00 | |||
| 8038 | VIDEO DETECTION-INSTALL | 20275EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 2,875.00 | 11,500.00 | |||
| 8039 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,220.00 | 6,440.00 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0010 WATERLINE RELOCATION | |||||||
| 2500 | STEEL ENCASEMENT PIPE-18 INCH BORE & JACK | 01075 | LF | 200.00 | 200.000 | 224.000 | 224.000 | 328.52 | 73,588.48 | |||
| 2510 | STEEL ENCASEMENT PIPE-16 INCH BORE & JACK | 01073 | LF | 152.00 | 152.000 | 152.000 | 152.000 | 247.66 | 37,644.32 | |||
| 2530 | CUT & CAP EXIST WATER MAIN | 03550 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,617.34 | 8,086.70 | |||
| 2540 | CUT AND REMOVE ABANDONED PIPE 18 FT SECTION | 21390ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 202.17 | 1,010.85 | |||
| 2550 | REDUCER 10 IN X 8 IN MJ | 21389ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 672.21 | 1,344.42 | |||
| 2560 | DUCTILE IRON PIPE-10 INCH | 01097 | LF | 445.00 | 445.000 | 425.000 | 425.000 | 29.31 | 12,456.75 | |||
| 2570 | BEND 90 DEG 10 INCH | 03561 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 727.80 | 727.80 | |||
| 2580 | REDUCER 10 IN X 6 IN MJ | 21391ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 641.88 | 641.88 | |||
| 2590 | TEE-10 IN MJ | 21392ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 808.67 | 808.67 | |||
| 2600 | TAPPING SLEEVE AND VALVE-8" | 20517NC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,386.31 | 16,931.55 | |||
| 2610 | TEE 8 IN MJ | 21100ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 707.59 | 707.59 | |||
| 2620 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 654.00 | 654.000 | 654.000 | 654.000 | 22.24 | 14,544.96 | |||
| 2630 | BEND 90 DEG 8 INCH | 03570 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 657.05 | 1,314.10 | |||
| 2640 | BEND 11.25 DEG 8 INCH | 03539 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 631.78 | 631.78 | |||
| 2650 | BEND 45 DEG 8 INCH | 03563 | EACH | 2.00 | 2.000 | 11.000 | 11.000 | 636.83 | 7,005.13 | |||
| 2660 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 20.22 | 0.00 | |||
| 2670 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,209.42 | 3,209.42 | |||
| 2710 | STEEL ENCASEMENT PIPE-18 INCH OPEN CUT | 01075 | LF | 366.00 | 366.000 | 366.000 | 366.000 | 111.19 | 40,695.54 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0011 SEWER RELOCATION | |||||||
| 2520 | PVC PIPE-15" | 20796ED | LF | 648.00 | 648.000 | 635.040 | 635.040 | 50.54 | 32,094.92 | |||
| 2680 | STEEL ENCASEMENT PIPE-20 INCH OPEN CUT | 01076 | LF | 624.00 | 624.000 | 624.000 | 624.000 | 166.79 | 104,076.96 | |||
| 2690 | STEEL ENCASEMENT PIPE-20 INCH BORE & JACK | 01076 | LF | 190.00 | 0.000 | 0.000 | 0.000 | 353.79 | 0.00 | |||
| 2700 | TIE-IN 15 IN CORE EXIST MH | 21385ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,142.98 | 2,142.98 | |||
| 2720 | PLUG 15 IN SEWER | 21386ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 859.21 | 0.00 | |||
| 2730 | PLUG 12 IN SEWER | 21387ND | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 783.40 | 0.00 | |||
| 2740 | PVC PIPE-12 INCH | 03391 | LF | 1,830.00 | 1,830.000 | 1,406.790 | 1,406.790 | 35.38 | 49,772.23 | |||
| 2750 | PLUG 12 IN SEWER | 21387ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 783.40 | 0.00 | |||
| 2760 | PLUG 12 IN SEWER-STUB OUT | 21388ND | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,111.92 | 2,223.84 | |||
| 2770 | PLUG 8 IN SEWER-STUB OUT | 21393ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,010.84 | 5,054.20 | |||
| 2780 | PVC PIPE-8 INCH | 03387 | LF | 437.00 | 437.000 | 486.040 | 486.040 | 21.23 | 10,318.62 | |||
| 2790 | SANITARY SEWER MANHOLE | 01799 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,032.52 | 24,260.16 | |||
| 2800 | PAVEMENT RESTORATION | 21394ED | LF | 142.00 | 142.000 | 0.000 | 0.000 | 60.61 | 0.00 | |||
| 2810 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 985.57 | 985.57 | |||
| 2820 | DEMOLISH MANHOLE AND FILL WITH DIRT 2 VF | 21395ND | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 439.72 | 3,078.04 | |||
| 2830 | CORE MANHOLE AND INSTALL 12 IN PVC PIPE | 21396ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,324.93 | 2,324.93 | |||
| 2840 | SANITARY SEWER MANHOLE SPECIAL - 4 FT ID | 01799 | EACH | 3.00 | 4.000 | 4.000 | 4.000 | 3,032.52 | 12,130.08 | |||
| 8070 | COST PLUS WORK Bore & Jack 36 IN | 10080NSD | DOLL | 0.00 | 150,000.000 | 149,900.000 | 149,900.000 | 1.00 | 149,900.00 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0012 DEMOBILIZATION & MOBILIZATION | |||||||
| 2850 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 443,174.84 | 443,174.84 | |||
| 2860 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 354,349.95 | 88,587.48 | 354,349.95 | |
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0013 TRAINEES | |||||||
| 2870 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS | 02742 | HOUR | 2,000.00 | 2,000.000 | 154.500 | 154.500 | 0.01 | 1.54 | |||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | Category | 0014 COST PLUS | |||||||
| 2880 | COST PLUS WORK | 10080NS | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| SUBTOT | $149,642.24 |
$24,077,714.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1670-0-0I |
STEEL REINFORCEMENT |
|
0001 | $ | $45,111.30 | |||||||
1720-0-0I |
PILES-STEEL HP14X89 |
|
0001 | $ | $58,438.60 | |||||||
1740-0-0I |
PILE POINTS-14 INCH |
|
0001 | $ | $5,672.48 | |||||||
1810-0-0I |
STEEL REINFORCEMENT |
|
0003 | $ | $26,964.08 | |||||||
2010-0-0I |
STEEL REINFORCEMENT |
|
0003 | $ | $23,794.16 | |||||||
2030-0-0I |
JS I-BEAM-72 IN |
|
0004 | $ | $512,833.76 | |||||||
1980-0-0I |
STRUCTURAL STEEL |
|
0006 | $ | $22,400.00 | |||||||
1660-0-0I |
CONCRETE-CLASS AA |
|
0008 | $ | $32,122.62 | |||||||
1720-0-0I |
PILES-STEEL HP14X89 |
|
0008 | $ | $48,313.10 | |||||||
1740-0-0I |
PILE POINTS-14 INCH |
|
0008 | $ | $969.00 | |||||||
1800-0-0I |
CONCRETE-CLASS AA |
|
0008 | $ | $32,326.43 | |||||||
1860-0-0I |
PILES-STEEL HP14X73 |
|
0008 | $ | $38,475.00 | |||||||
1880-0-0I |
PILE POINTS-14 INCH |
|
0008 | $ | $1,187.55 | |||||||
2000-0-0I |
CONCRETE-CLASS AA |
|
0008 | $ | $15,473.64 | |||||||
2020-0-0I |
STEEL REINF-EPOXY COATED |
|
0008 | $ | $17,609.67 | |||||||
1690-0-0I |
PRECAST PC I BEAM TYPE 4 |
|
0010 | $ | $140,570.84 | |||||||
1890-0-0I |
ARMORED EDGE FOR CONCRETE |
|
0011 | $ | $6,745.00 | |||||||
1960-0-0I |
APPROACH SLAB |
|
0011 | $ | $4,276.30 | |||||||
2200-0-0I |
RETAINING WALL |
|
0012 | $ | $58,118.36 | |||||||
2360-0-0I |
POLE 120 FT MTG HT HIGH MAST |
|
0014 | $ | $158,979.87 | |||||||
2390-0-0I |
HPS LUMINAIRE HIGH MAST |
|
0014 | $ | $27,944.00 | |||||||
2400-0-0I |
CONDUIT-3 1/2 INCH |
|
0014 | $ | $4,624.00 | |||||||
0760-0-0I |
SOUND BARRIER WALL |
|
0017 | $ | $124,730.28 | |||||||
1680-0-0I |
STEEL REINF-EPOXY COATED |
|
0017 | $ | $17,617.08 | |||||||
1660-0-0I |
CONCRETE-CLASS AA |
|
0018 | $ | $11,272.70 | |||||||
2090-0-0I |
ARMORED EDGE FOR CONCRETE |
|
0018 | $ | $6,222.50 | |||||||
2000-0-0I |
CONCRETE-CLASS AA |
|
0019 | $ | $6,002.94 | |||||||
2020-0-0I |
STEEL REINF-EPOXY COATED |
|
0019 | $ | $70,785.95 | |||||||
2010-0-0I |
STEEL REINFORCEMENT |
|
0022 | $ | $10,813.66 | |||||||
2480-0-0I |
JUNCTION BOX TYPE A |
|
0022 | $ | $1,282.50 | |||||||
2490-0-0I |
JUNCTION BOX TYPE C |
|
0022 | $ | $1,995.00 | |||||||
2000-0-0I |
CONCRETE-CLASS AA |
|
0024 | $ | $10,455.70 | |||||||
2010-0-0I |
STEEL REINFORCEMENT |
|
0024 | $ | $8,309.27 | |||||||
2020-0-0I |
STEEL REINF-EPOXY COATED |
|
0024 | $ | $52,513.51 | |||||||
2200-0-0I |
RETAINING WALL |
|
0026 | $ | $16,245.02 | |||||||
2020-0-0I |
STEEL REINF-EPOXY COATED |
|
0031 | $ | $38,338.00 | |||||||
1670-0-0A |
STEEL REINFORCEMENT |
|
-93,499.00 | 0003 | $ | $-40,204.57 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
188,697.00 | 0010 | $ | $73,591.83 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
-188,697.00 | 0012 | $ | $-73,591.83 | ||||||
2430-0-0A |
CABLE-NO. 8/3C DUCTED |
|
3,550.00 | 0019 | $ | $5,218.50 | ||||||
2450-0-0A |
CABLE-NO. 6/3C DUCTED |
|
3,400.00 | 0019 | $ | $6,290.00 | ||||||
2460-0-0A |
CABLE-NO. 4/3C DUCTED |
|
7,200.00 | 0019 | $ | $17,784.00 | ||||||
2030-0-0A |
JS I-BEAM-72 IN |
|
-1,909.00 | 0020 | $ | $-256,416.88 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
236,323.00 | 0022 | $ | $91,457.00 | ||||||
0760-0-0A |
SOUND BARRIER WALL |
|
0.00 | 0030 | $ | $-2,250.30 | ||||||
2000-0-0A |
CONCRETE-CLASS AA |
|
0.00 | 0030 | $ | $-70,785.95 | ||||||
2000-0-0A |
CONCRETE-CLASS AA |
|
0.00 | 0030 | $ | $-10,455.70 | ||||||
2000-0-0A |
CONCRETE-CLASS AA |
|
0.00 | 0030 | $ | $-15,473.64 | ||||||
2030-0-0A |
JS I-BEAM-72 IN |
|
0.00 | 0030 | $ | $-256,416.88 | ||||||
2090-0-0A |
ARMORED EDGE FOR CONCRETE |
|
0.00 | 0030 | $ | $-5,000.00 | ||||||
2200-0-0A |
RETAINING WALL |
|
0.00 | 0030 | $ | $-16,245.02 | ||||||
2010-0-0A |
STEEL REINFORCEMENT |
|
0.00 | 0031 | $ | $-10,813.66 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0031 | $ | $-16,805.02 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0031 | $ | $-804.65 | ||||||
2090-0-0A |
ARMORED EDGE FOR CONCRETE |
|
0.00 | 0031 | $ | $-1,222.50 | ||||||
0760-0-0A |
SOUND BARRIER WALL |
|
0.00 | 0032 | $ | $-79,313.51 | ||||||
2010-0-0A |
STEEL REINFORCEMENT |
|
0.00 | 0032 | $ | $-8,309.27 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0032 | $ | $-2,658.22 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0032 | $ | $-1,790.98 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0032 | $ | $-616.35 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0032 | $ | $-14,782.95 | ||||||
0760-0-0A |
SOUND BARRIER WALL |
|
0.00 | 0033 | $ | $-23,166.47 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0033 | $ | $-6,665.01 | ||||||
0760-0-0A |
SOUND BARRIER WALL |
|
0.00 | 0034 | $ | $-20,000.00 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0034 | $ | $-26,000.00 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0034 | $ | $-38,338.00 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0034 | $ | $-70,785.95 | ||||||
2200-0-0A |
RETAINING WALL |
|
0.00 | 0034 | $ | $-58,118.36 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0035 | $ | $-9,457.00 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0036 | $ | $-9,552.00 | ||||||
2020-0-0A |
STEEL REINF-EPOXY COATED |
|
0.00 | 0036 | $ | $-14,782.00 | ||||||
2000-0-0A |
CONCRETE-CLASS AA |
|
0.00 | 0037 | $ | $7,117.01 | ||||||
2460-0-0A |
CABLE-NO. 4/3C DUCTED |
|
0.00 | 0038 | $ | $-8,784.00 | ||||||
2400-0-0A |
CONDUIT-3 1/2 INCH |
|
0.00 | 0040 | $ | $-4,624.00 | ||||||
2460-0-0A |
CABLE-NO. 4/3C DUCTED |
|
0.00 | 0040 | $ | $-9,000.00 | ||||||
2360-0-0A |
POLE 120 FT MTG HT HIGH MAST |
|
0.00 | 0042 | $ | $-158,979.87 | ||||||
1670-00C |
STEEL REINFORCEMENT |
|
-11,411.00 | 0006 | $0.000000 | $-4,906.73 | ||||||
1720-00C |
PILES-STEEL HP14X89 |
|
-2,020.00 | 0006 | $0.000000 | $-58,438.60 | ||||||
1740-00C |
PILE POINTS-14 INCH |
|
-88.00 | 0006 | $0.000000 | $-5,672.48 | ||||||
1810-00C |
STEEL REINFORCEMENT |
|
-51,854.00 | 0006 | $0.000000 | $-26,964.08 | ||||||
2010-00C |
STEEL REINFORCEMENT |
|
-45,758.00 | 0006 | $0.000000 | $-23,794.16 | ||||||
1860-00C |
PILES-STEEL HP14X73 |
|
-1,620.00 | 0010 | $0.000000 | $-38,475.00 | ||||||
1880-00C |
PILE POINTS-14 INCH |
|
-15.00 | 0010 | $0.000000 | $-1,187.55 | ||||||
1980-00C |
STRUCTURAL STEEL |
|
-22,400.00 | 0011 | $0.000000 | $-22,400.00 | ||||||
1800-00C |
CONCRETE-CLASS AA |
|
-865.50 | 0012 | $0.000000 | $-32,326.43 | ||||||
1890-00C |
ARMORED EDGE FOR CONCRETE |
|
-284.00 | 0012 | $0.000000 | $-6,745.00 | ||||||
1960-00C |
APPROACH SLAB |
|
-745.00 | 0015 | $0.000000 | $-4,276.30 | ||||||
1720-00C |
PILES-STEEL HP14X89 |
|
-1,670.00 | 0018 | $0.000000 | $-48,313.10 | ||||||
1740-00C |
PILE POINTS-14 INCH |
|
-12.00 | 0018 | $0.000000 | $-969.00 | ||||||
1690-00C |
PRECAST PC I BEAM TYPE 4 |
|
-1,301.10 | 0020 | $0.000000 | $-140,570.84 | ||||||
1660-00C |
CONCRETE-CLASS AA |
|
-1,145.60 | 0023 | $0.000000 | $-32,122.62 | ||||||
1660-00C |
CONCRETE-CLASS AA |
|
-1,145.60 | 0023 | $0.000000 | $-11,272.70 | ||||||
1680-00C |
STEEL REINF-EPOXY COATED |
|
-45,172.00 | 0023 | $0.000000 | $-17,617.08 | ||||||
2430-00C |
CABLE-NO. 8/3C DUCTED |
|
0.00 | 0037 | $0.000000 | $-5,218.50 | ||||||
2450-00C |
CABLE-NO. 6/3C DUCTED |
|
0.00 | 0037 | $0.000000 | $-6,290.00 | ||||||
2480-00C |
JUNCTION BOX TYPE A |
|
0.00 | 0037 | $0.000000 | $-1,282.50 | ||||||
2490-00C |
JUNCTION BOX TYPE C |
|
0.00 | 0037 | $0.000000 | $-1,995.00 | ||||||
2390-00C |
HPS LUMINAIRE HIGH MAST |
|
0.00 | 0043 | $0.000000 | $-27,944.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||