|
Report_Id: 091303 Est NO 0040 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091303 | Estimate Number | 0040 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Mcgaha, Anthony T. | ||||||
| Contractor | CENTRAL BRIDGE COMPANY LLC | ADDR SN 0 VC Code VC0000021078 | |||||
| 1256 MANCHESTER ST PO BOX 4277 | |||||||
| LEXINGTON , KY , 40504 | |||||||
| Pay Period | 10/20/2011 TO 02/06/2013 | ||||||
| Date Approved | 02/21/2013 | ||||||
| Primary Proj Number | DE0340NEW0903 | ||||||
| Project No. | ARRA 114 (004), ARRA 114 (004) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | NEWTOWN PIKE EXTENSION | ||||||
| Description | NEWTON PIKE EXT FROM MAIN STREET TO VERSAILLES ROAD | ||||||
| Date Let | 07/24/2009 | Formal Acceptance | 09/05/2012 | ||||
| Date Awarded | 07/29/2009 | Date Work Began | 08/26/2009 | ||||
| Date Contract Executed | 08/07/2009 | Open To Traffic | 02/09/2011 | ||||
| Date NTP Issued | 08/07/2009 | Actual Completion Date | 02/09/2011 | ||||
| Current Contract Amount | $13,617,600.04 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,110,344.75 |
Total Earnings | $13,069,553.19 |
$12,999,545.99 |
$70,007.20 |
|
| Percent Complete | 95.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $548,046.85 |
Gross Earnings | $13,069,553.19 |
$12,999,545.99 |
$70,007.20 |
|
| Total Change Orders | $3,507,255.29 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,069,553.19 |
$12,999,545.99 |
$70,007.20 |
|||
| Contract Id | 091303 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0040 | Project Number | ARRA 114 (004), ARRA 114 (004) | |||||||
| Contractor | CENTRAL BRIDGE COMPANY LLC | Period | 10/20/2011 TO 02/06/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Milestone extension and MOT revision #1 | Approved | 11/18/2009 | $0.00 | 0.0 | |||||
| 002 | Additional Sewer work | Approved | 04/27/2010 | $173,023.11 | 0.0 | |||||
| 003 | Cox Street Retaining Wall Revision & Bridge Steel Errors | Approved | 04/28/2010 | $-92,310.74 | 0.0 | |||||
| 004 | Underground electrial & communications | Approved | 06/07/2010 | $2,000,458.99 | 0.0 | |||||
| 005 | Change signals to mast arm poles | Approved | 08/13/2010 | $273,056.73 | 0.0 | |||||
| 006 | Additional Hazardous Waste Disposal Fees | Approved | 07/23/2010 | $230,155.21 | 0.0 | |||||
| 007 | Rail Line Extension work under Town Branch Bridge | Approved | 02/28/2011 | $107,753.15 | 14.0 | |||||
| 008 | Paving quantity it- Structure Items- Sidewalk- Temp Seeding | Approved | 01/19/2011 | $716,342.65 | 45.0 | |||||
| 009 | Additional Sewer Work, Additional Underground Utility | Approved | 03/18/2011 | $67,339.74 | 17.0 | |||||
| 010 | Permanent Signs, additional encasement, decorative sidewalk | Approved | 09/23/2011 | $31,436.45 | 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 | 091303 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE0340NEW0903 | ||||||
| Estimate Nbr | 0040 | Period | 10/20/2011 TO 02/06/2013 | |||||||
| Contractor | CENTRAL BRIDGE COMPANY LLC | |||||||||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0001 PAVING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 6,147.00 | 14,185.730 | 14,262.660 | 14,262.660 | 24.07 | 343,302.22 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 250.00 | 250.000 | 104.370 | 104.370 | 27.18 | 2,836.77 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 16,783.00 | 16,783.000 | 11,972.280 | 11,972.280 | 25.16 | 301,222.56 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 268.00 | 268.000 | 125.250 | 125.250 | 75.89 | 9,505.22 | |||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 12,606.00 | 16,403.770 | 16,469.390 | 16,469.390 | 67.63 | 1,113,824.84 | |||
| 0060 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,942.00 | 3,142.000 | 3,217.500 | 3,217.500 | 75.07 | 241,537.72 | |||
| 0100 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 87.00 | 87.000 | 375.030 | 375.030 | 70.66 | 26,499.61 | |||
| 0110 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 48,647.00 | 48,647.000 | 49,253.720 | 49,253.720 | 2.29 | 112,791.01 | |||
| 0120 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 358.00 | 358.000 | 332.210 | 332.210 | 24.89 | 8,268.70 | |||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0002 ROADWAY | |||||||
| 0130 | PERFORATED PIPE-4 IN | 01000 | LF | 6,980.00 | 6,980.000 | 5,192.000 | 5,192.000 | 8.18 | 42,470.56 | |||
| 0140 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 735.00 | 735.000 | 0.000 | 0.000 | 12.67 | 0.00 | |||
| 0150 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0160 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 471.18 | 0.00 | |||
| 0170 | REMOVE PIPE | 01310 | LF | 1,303.00 | 1,303.000 | 791.000 | 791.000 | 12.22 | 9,666.02 | |||
| 0180 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 171.42 | 0.00 | |||
| 0190 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 701.12 | 5,608.96 | |||
| 0200 | STANDARD CURB AND GUTTER | 01810 | LF | 7,159.00 | 7,159.000 | 10,073.600 | 10,073.600 | 14.03 | 141,332.60 | |||
| 0210 | STANDARD HEADER CURB | 01875 | LF | 338.00 | 338.000 | 334.500 | 334.500 | 23.69 | 7,924.30 | |||
| 0220 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 772.00 | 772.000 | 996.290 | 996.290 | 52.03 | 51,836.96 | |||
| 0230 | BARRICADE-TYPE II | 02013 | EACH | 15.00 | 15.000 | 23.000 | 23.000 | 380.45 | 8,750.35 | |||
| 0240 | REMOVE PCC PAVEMENT | 02058 | SQYD | 7,818.00 | 7,818.000 | 7,717.320 | 7,717.320 | 10.40 | 80,260.12 | |||
| 0250 | TEMP DITCH | 02159 | LF | 865.00 | 865.000 | 75.000 | 75.000 | 5.44 | 408.00 | |||
| 0260 | EMBANKMENT IN PLACE | 02230 | CUYD | 49,301.00 | 49,301.000 | 49,301.010 | 49,301.010 | 11.19 | 551,678.30 | |||
| 0270 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.09 | 0.00 | |||
| 0280 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 242.00 | 242.000 | 348.750 | 348.750 | 16.00 | 5,580.00 | |||
| 0290 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 0300 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0320 | REMOVE GUARDRAIL | 02381 | LF | 321.00 | 761.250 | 761.250 | 761.250 | 3.00 | 2,283.75 | |||
| 0330 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 42.00 | 42.000 | 43.000 | 43.000 | 75.00 | 3,225.00 | |||
| 0340 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 75.00 | 75.00 | |||
| 0350 | WITNESS POST | 02432 | EACH | 42.00 | 42.000 | 22.000 | 22.000 | 60.00 | 1,320.00 | |||
| 0360 | CHANNEL LINING CLASS III | 02484 | TON | 1,320.00 | 1,320.000 | 25.530 | 25.530 | 34.78 | 887.93 | |||
| 0370 | CLEARING AND GRUBBING APPROXIMATELY 14 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 195,442.60 | 195,442.60 | |||
| 0380 | SIGNS | 02562 | SQFT | 585.00 | 1,174.700 | 1,174.700 | 1,174.700 | 10.87 | 12,768.98 | |||
| 0390 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,348.00 | 0.00 | |||
| 0400 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 34.100 | 34.100 | 15.00 | 511.50 | |||
| 0410 | HANDRAIL-TYPE A-1 | 02611 | LF | 400.00 | 0.000 | 0.000 | 0.000 | 81.53 | 0.00 | |||
| 0420 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.800 | 1.000 | 44,273.51 | 8,854.70 | 44,273.51 | |
| 0430 | LANE CLOSURE | 02653 | EACH | 22.00 | 22.000 | 13.000 | 13.000 | 2,717.50 | 35,327.50 | |||
| 0440 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 11,196.10 | 100,764.90 | |||
| 0450 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0460 | SAFELOADING | 02690 | CUYD | 65.00 | 130.000 | 35.000 | 35.000 | 100.00 | 3,500.00 | |||
| 0470 | TEMP SILT FENCE | 02701 | LF | 900.00 | 900.000 | 2,109.000 | 2,109.000 | 2.09 | 4,407.81 | |||
| 0480 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 21.000 | 21.000 | 334.80 | 7,030.80 | |||
| 0490 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 56.000 | 56.000 | 232.62 | 13,026.72 | |||
| 0500 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 47.000 | 47.000 | 303.27 | 14,253.69 | |||
| 0510 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 20.00 | 20.000 | 4.000 | 4.000 | 63.05 | 252.20 | |||
| 0520 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 77.18 | 77.18 | |||
| 0530 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 12.000 | 12.000 | 95.66 | 1,147.92 | |||
| 0540 | CLEAN TEMP SILT FENCE | 02709 | LF | 900.00 | 900.000 | 1,026.000 | 1,026.000 | 0.71 | 728.46 | |||
| 0550 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 4,894.00 | 5,349.000 | 5,533.230 | 5,533.230 | 32.94 | 182,264.59 | |||
| 0560 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.800 | 1.000 | 16,305.00 | 3,261.00 | 16,305.00 | |
| 0570 | ARROW PANEL | 02775 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 2,065.30 | 12,391.80 | |||
| 0580 | TUBULAR MARKERS | 03225 | EACH | 325.00 | 325.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0590 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 13,949.00 | 13,949.00 | |||
| 0600 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 21.00 | 21.000 | 12.000 | 12.000 | 161.00 | 1,932.00 | |||
| 0610 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,824.00 | 3,824.000 | 827.900 | 827.900 | 1.35 | 1,117.66 | |||
| 0620 | TEMP MULCH | 05952 | SQYD | 200.00 | 36,976.670 | 36,976.670 | 36,976.670 | 1.00 | 36,976.67 | |||
| 0630 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 200.00 | 5,516.700 | 5,516.700 | 5,516.700 | 1.10 | 6,068.37 | |||
| 0640 | SEEDING AND PROTECTION | 05985 | SQYD | 105,603.00 | 105,603.000 | 27,488.600 | 27,488.600 | 0.36 | 9,895.89 | |||
| 0650 | SODDING | 05990 | SQYD | 809.00 | 809.000 | 1,916.050 | 1,916.050 | 4.25 | 8,143.21 | |||
| 0660 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 40,200.00 | 40,200.000 | 22,236.000 | 22,236.000 | 0.30 | 6,670.80 | |||
| 0670 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 18,288.00 | 18,288.000 | 19,760.000 | 19,760.000 | 0.30 | 5,928.00 | |||
| 0680 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 7,150.00 | 7,150.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0690 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 5,950.00 | 5,950.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0700 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 2,828.00 | 2,828.000 | 7,984.000 | 7,984.000 | 5.00 | 39,920.00 | |||
| 0710 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 417.00 | 417.000 | 498.000 | 498.000 | 8.00 | 3,984.00 | |||
| 0720 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 861.00 | 861.000 | 745.000 | 745.000 | 6.00 | 4,470.00 | |||
| 0730 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 261.00 | 261.000 | 45.000 | 45.000 | 2.00 | 90.00 | |||
| 0740 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 31.00 | 31.000 | 24.000 | 24.000 | 70.00 | 1,680.00 | |||
| 0750 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 41.00 | 41.000 | 72.000 | 72.000 | 75.00 | 5,400.00 | |||
| 0760 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 165.00 | 165.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0770 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 155.00 | 155.000 | 0.000 | 0.000 | 26.50 | 0.00 | |||
| 0780 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 83.00 | 83.000 | 0.000 | 0.000 | 26.50 | 0.00 | |||
| 0790 | FUEL ADJUSTMENT | 10020NS | DOLL | 20,579.00 | 20,579.000 | 27,288.900 | 27,288.900 | 1.00 | 27,288.90 | |||
| 0800 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 26,669.00 | 26,669.000 | 24,342.900 | 24,342.900 | 1.00 | 24,342.90 | |||
| 0810 | INCENTIVE ADJUSTMENTS | 10205NN | DOLL | 150,000.00 | 150,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0820 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,963.00 | 1,963.000 | 1,326.500 | 1,326.500 | 8.60 | 11,407.90 | |||
| 0830 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 1,494.00 | 1,494.000 | 1,057.000 | 1,057.000 | 10.87 | 11,489.59 | |||
| 0840 | HAZARDOUS WASTE DISPOSAL FACILITY | 23548EC | TON | 2,044.00 | 2,044.000 | 3,405.670 | 3,405.670 | 219.00 | 745,841.73 | |||
| 0850 | SOLID WASTE DISPOSAL FACILITY | 23549EC | TON | 227.00 | 227.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 8014 | HAZARDOUS WASTE DISPOSAL FACILITY Incineration Costs | 23548EC | TON | 0.00 | 22.770 | 22.700 | 22.700 | 191.98 | 4,357.94 | |||
| 8015 | HAZARDOUS WASTE DISPOSAL FACILITY Incineration Costs | 23548EC | TON | 0.00 | 28.920 | 28.920 | 28.920 | 257.17 | 7,437.35 | |||
| 8016 | HAZARDOUS WASTE DISPOSAL FACILITY Incineration Costs | 23548EC | TON | 0.00 | 1,123.680 | 1,123.680 | 1,123.680 | 191.67 | 215,375.74 | |||
| 8017 | HAZARDOUS WASTE DISPOSAL FACILITY Incineration Costs | 23548EC | TON | 0.00 | 20.600 | 20.600 | 20.600 | 144.21 | 2,970.72 | |||
| 8022 | SPECIAL EXCAVATION Common | 02204 | CUYD | 0.00 | 770.000 | 770.000 | 770.000 | 16.71 | 12,866.70 | |||
| 8023 | SPECIAL EXCAVATION Rock | 02204 | CUYD | 0.00 | 315.000 | 315.000 | 315.000 | 137.21 | 43,221.15 | |||
| 8024 | STAKING RJ Corman Line | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,300.00 | 3,300.00 | |||
| 8027 | HANDRAIL-PEDESTRIAN ALUMINUM | 08257 | LF | 0.00 | 400.000 | 400.000 | 400.000 | 93.08 | 37,232.00 | |||
| 8028 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 0.00 | 307.710 | 307.100 | 307.100 | 19.60 | 6,019.16 | |||
| 8029 | STEEL POST TYPE 1 | 06410 | LF | 0.00 | 218.000 | 218.000 | 218.000 | 13.66 | 2,977.88 | |||
| 8030 | INSTALL POLE MOUNTED SIGN Overhead Mast Arm | 20631ND | EACH | 0.00 | 16.000 | 16.000 | 16.000 | 382.50 | 6,120.00 | |||
| 8031 | INSTALL POLE MOUNTED SIGN Luminary Post | 20631ND | EACH | 0.00 | 14.000 | 14.000 | 14.000 | 191.50 | 2,681.00 | |||
| 8032 | INSTALL POLE MOUNTED SIGN Wood Pole | 20631ND | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 185.90 | 743.60 | |||
| 8033 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.00 | 5.500 | 5.500 | 5.500 | 363.00 | 1,996.50 | |||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0003 DRAINAGE | |||||||
| 0860 | STORM SEWER PIPE-12 IN | 00520 | LF | 107.00 | 107.000 | 100.000 | 100.000 | 83.70 | 8,370.00 | |||
| 0870 | STORM SEWER PIPE-15 IN HDPE PIPE | 00521 | LF | 89.00 | 89.000 | 89.000 | 89.000 | 64.13 | 5,707.57 | |||
| 0880 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,110.00 | 1,136.000 | 1,074.300 | 1,074.300 | 64.13 | 68,894.85 | |||
| 0890 | STORM SEWER PIPE-18 IN HDPE PIPE | 00522 | LF | 171.00 | 171.000 | 384.000 | 384.000 | 75.00 | 28,800.00 | |||
| 0900 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,543.00 | 1,569.000 | 1,482.830 | 1,482.830 | 73.92 | 109,610.79 | |||
| 0910 | STORM SEWER PIPE-24 IN HDPE PIPE | 00524 | LF | 162.00 | 162.000 | 143.000 | 143.000 | 81.53 | 11,658.79 | |||
| 0920 | STORM SEWER PIPE-24 IN | 00524 | LF | 743.00 | 952.000 | 1,013.000 | 1,013.000 | 92.40 | 93,601.20 | |||
| 0930 | SLOTTED DRAIN PIPE-18 IN | 00982 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 244.58 | 5,869.92 | |||
| 0940 | CURB BOX INLET TYPE A | 01456 | EACH | 43.00 | 41.000 | 42.000 | 42.000 | 2,853.38 | 119,841.96 | |||
| 0950 | CURB BOX INLET TYPE A T | 01458 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 3,587.10 | 21,522.60 | |||
| 0960 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,195.90 | 12,391.80 | |||
| 0970 | DROP BOX INLET TYPE 3 | 01496 | EACH | 6.00 | 7.000 | 7.000 | 7.000 | 2,826.20 | 19,783.40 | |||
| 0980 | DROP BOX INLET TYPE 11 | 01544 | EACH | 5.00 | 5.000 | 4.500 | 4.500 | 1,847.90 | 8,315.55 | |||
| 0990 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 4.000 | 3.500 | 3.500 | 3,080.56 | 10,781.96 | |||
| 1000 | DROP BOX INLET TYPE 16G | 01581 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 4,924.11 | 2,462.05 | |||
| 1010 | JUNCTION BOX-18 IN | 01642 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,065.26 | 3,195.78 | |||
| 1020 | CAP CURB BOX INLET | 01634 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,017.43 | 1,017.43 | |||
| 1030 | JUNCTION BOX-24 IN | 01643 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,521.80 | 6,087.20 | |||
| 1040 | MANHOLE TYPE B | 01761 | EACH | 4.00 | 5.000 | 4.000 | 4.000 | 3,369.70 | 13,478.80 | |||
| 1050 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 12,783.00 | 12,783.000 | 8,041.300 | 8,041.300 | 2.00 | 16,082.60 | |||
| 1060 | CONCRETE-CLASS A | 08100 | CUYD | 3.78 | 3.780 | 16.600 | 16.600 | 967.43 | 16,059.33 | |||
| 1070 | STEEL REINFORCEMENT | 08150 | LB | 30.00 | 30.000 | 989.000 | 989.000 | 1.04 | 1,028.56 | |||
| 8003 | STORM SEWER PIPE-15 IN With Flowable Fill Backfill | 00521 | LF | 0.00 | 24.000 | 24.000 | 24.000 | 77.46 | 1,859.04 | |||
| 8004 | STORM SEWER PIPE-18 IN With Flowable Fill Backfill | 00522 | LF | 0.00 | 19.000 | 19.000 | 19.000 | 89.05 | 1,691.95 | |||
| 8005 | CURB BOX INLET TYPE B | 01480 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,558.74 | 7,117.48 | |||
| 8018 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 880.00 | 1,760.00 | |||
| 8019 | DROP BOX INLET TYPE 13S | 01568 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,465.00 | 6,930.00 | |||
| 8020 | ADJUST DRAINAGE STRUCTURE Type 3G | 23074NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 736.89 | 736.89 | |||
| 8021 | ADJUST DRAINAGE STRUCTURE Type 11 | 23074NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 736.89 | 736.89 | |||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0004 BRIDGE | |||||||
| 1080 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,580.00 | 3,177.650 | 3,177.650 | 3,177.650 | 36.00 | 114,395.40 | |||
| 1090 | MASONRY COATING | 02998 | SQYD | 1,260.00 | 3,184.960 | 3,184.960 | 3,184.960 | 12.00 | 38,219.52 | |||
| 1100 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 148.00 | 148.000 | 133.000 | 133.000 | 44.00 | 5,852.00 | |||
| 1110 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 2,640.00 | 2,967.900 | 2,254.170 | 2,254.170 | 15.00 | 33,812.55 | |||
| 1120 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 460.00 | 460.000 | 787.900 | 787.900 | 54.00 | 42,546.60 | |||
| 1130 | TEST PILES | 08033 | LF | 74.00 | 74.000 | 74.000 | 74.000 | 60.00 | 4,440.00 | |||
| 1140 | PRE-DRILLING FOR PILES | 08039 | LF | 643.00 | 643.000 | 586.700 | 586.700 | 130.00 | 76,271.00 | |||
| 1150 | PILES-STEEL HP14X73 | 08050 | LF | 996.00 | 996.000 | 977.660 | 977.660 | 60.00 | 58,659.60 | |||
| 1160 | PILE POINTS-14 IN | 08095 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 130.00 | 2,600.00 | |||
| 1170 | CONCRETE-CLASS A | 08100 | CUYD | 1,689.10 | 1,689.100 | 1,689.100 | 1,689.100 | 330.00 | 557,403.00 | |||
| 1180 | CONCRETE-CLASS AA | 08104 | CUYD | 1,732.20 | 1,732.200 | 1,761.972 | 1,761.972 | 386.00 | 680,121.19 | |||
| 1190 | STEEL REINFORCEMENT | 08150 | LB | 284,187.00 | 284,577.000 | 284,577.000 | 284,577.000 | 0.86 | 244,736.22 | |||
| 1200 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 319,711.00 | 218,115.000 | 218,115.000 | 218,115.000 | 0.92 | 200,665.80 | |||
| 1210 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 39,000.00 | 39,000.00 | |||
| 1220 | EXPANSION DAM-2 IN NEOPRENE | 08470 | LF | 188.00 | 188.000 | 178.000 | 178.000 | 118.00 | 21,004.00 | |||
| 1230 | APPROACH SLAB | 08500 | SQYD | 370.00 | 370.000 | 366.430 | 366.430 | 240.00 | 87,943.20 | |||
| 1240 | CONCRETE FORM LINER | 21119ED | SQYD | 878.00 | 878.000 | 923.080 | 923.080 | 60.00 | 55,384.80 | |||
| 1250 | PEDESTRIAN SAFETY FENCE | 23119EN | LF | 406.00 | 406.000 | 406.000 | 406.000 | 247.00 | 100,282.00 | |||
| 1260 | CONCRETE STAINING | 23168ED | SQYD | 1,995.00 | 1,995.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 1270 | PC BOX BEAM SB48-48 | 23537EC | LF | 2,287.00 | 2,287.000 | 2,288.000 | 2,288.000 | 310.00 | 709,280.00 | |||
| 1280 | PEDESTRIAN RAIL | 23538EC | LF | 104.00 | 104.000 | 104.000 | 104.000 | 170.00 | 17,680.00 | |||
| 1290 | BRIDGE RAIL | 23539EC | LF | 417.00 | 417.000 | 417.000 | 417.000 | 125.00 | 52,125.00 | |||
| 1300 | PIPE UNDERDRAIN-8 IN | 23540EC | LF | 537.00 | 537.000 | 480.000 | 480.000 | 2.70 | 1,296.00 | |||
| 1310 | ACCESS STAIRS | 23541EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0006 SEWER | |||||||
| 1320 | FILL AND CAP MANHOLE | 01786 | EACH | 2.00 | 3.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 1330 | SANITARY SEWER MANHOLE | 01799 | EACH | 4.00 | 6.000 | 6.000 | 6.000 | 7,320.00 | 43,920.00 | |||
| 1350 | DUCTILE IRON PIPE-36 IN | 21235ED | LF | 754.00 | 1,024.000 | 967.000 | 967.000 | 364.50 | 352,471.50 | |||
| 1360 | TEMPORARY SEWERLINE DIVERSION | 23551EC | LS | 1.00 | 0.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 8001 | TEMPORARY SEWERLINE DIVERSION New Price | 23551EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 53,550.00 | 53,550.00 | |||
| 8002 | STAKING Sanitary Sewer | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,400.00 | 5,400.00 | |||
| 8025 | SANITARY SERVICE & LATERAL CONN REINST | 23483EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 7,768.61 | 15,537.22 | |||
| 8026 | TEMPORARY SEWERLINE DIVERSION Remove and Reset | 23551EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,680.52 | 15,680.52 | |||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0008 SIGNALIZATION | |||||||
| 1370 | CONDUIT-1 1/4 IN RIGID | 04793 | LF | 209.00 | 209.000 | 0.000 | 0.000 | 6.56 | 0.00 | |||
| 1380 | CONDUIT-2 IN RIGID | 04795 | LF | 747.00 | 3,247.000 | 5,790.000 | 5,790.000 | 9.06 | 52,457.40 | |||
| 1390 | JUNCTION BOX TYPE B | 04811 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 477.00 | 0.00 | |||
| 1400 | TRENCHING AND BACKFILLING | 04820 | LF | 956.00 | 956.000 | 1,565.000 | 1,565.000 | 3.00 | 4,695.00 | |||
| 1410 | LOOP WIRE | 04830 | LF | 9,340.00 | 0.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 1420 | CABLE-NO. 14/7C | 04845 | LF | 6,796.00 | 6,796.000 | 11,645.000 | 11,645.000 | 1.54 | 17,933.30 | |||
| 1430 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,607.00 | 2,607.000 | 0.000 | 0.000 | 1.32 | 0.00 | |||
| 1440 | MESSENGER-10800 LB | 04885 | LF | 1,399.00 | 60.000 | 0.000 | 0.000 | 3.78 | 0.00 | |||
| 1450 | LOOP SAW SLOT AND FILL | 04895 | LF | 3,199.00 | 0.000 | 0.000 | 0.000 | 6.60 | 0.00 | |||
| 1460 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,810.00 | 5,430.00 | |||
| 1470 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 12.00 | 0.000 | 0.000 | 0.000 | 1,825.66 | 0.00 | |||
| 1480 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,525.00 | 5,050.00 | |||
| 1500 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 22.00 | 22.000 | 30.000 | 30.000 | 161.00 | 4,830.00 | |||
| 1510 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 175.00 | 1,050.00 | |||
| 1520 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 175.00 | 350.00 | |||
| 1530 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 24.00 | 24.000 | 23.000 | 23.000 | 346.00 | 7,958.00 | |||
| 1540 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 24.00 | 24.000 | 23.000 | 23.000 | 290.00 | 6,670.00 | |||
| 1550 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 53.00 | 53.000 | 44.730 | 44.730 | 884.68 | 39,571.73 | |||
| 1560 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 346.00 | 2,076.00 | |||
| 8006 | CONDUIT-3 IN Rigid | 04797 | LF | 0.00 | 326.000 | 320.000 | 320.000 | 27.56 | 8,819.20 | |||
| 8007 | MAST ARM POLE | 04881 | EACH | 0.00 | 12.000 | 12.000 | 12.000 | 23,362.48 | 280,349.76 | |||
| 8008 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 0.00 | 45.000 | 48.000 | 48.000 | 17.82 | 855.36 | |||
| 8009 | VIDEO DETECTION-INSTALL | 20275EC | EACH | 0.00 | 12.000 | 12.000 | 12.000 | 418.77 | 5,025.24 | |||
| 8010 | BORE AND JACK CONDUIT | 21543EN | LF | 0.00 | 186.000 | 2,010.000 | 2,010.000 | 21.86 | 43,938.60 | |||
| 8011 | INSTALL PEDESTAL POST | 23235EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 411.05 | 0.00 | |||
| 8012 | INSTALL VIDEO DETECTION CABLE | 23670EC | LF | 0.00 | 2,250.000 | 3,485.000 | 3,485.000 | 0.72 | 2,509.20 | |||
| 8013 | STAKING Mast Arm Poles | 02726 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 500.00 | 500.00 | 500.00 | |
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0009 LIGHTING | |||||||
| 1570 | POLE BASE | 04740 | EACH | 112.00 | 112.000 | 56.000 | 56.000 | 635.00 | 35,560.00 | |||
| 1580 | CONDUIT-2 IN | 04795 | LF | 8,651.00 | 8,651.000 | 8,578.000 | 8,578.000 | 2.49 | 21,359.22 | |||
| 1590 | CONDUIT-3 IN | 04797 | LF | 1,954.00 | 1,954.000 | 2,065.000 | 2,065.000 | 4.01 | 8,280.65 | |||
| 1600 | TRENCHING AND BACKFILLING | 04820 | LF | 10,023.00 | 10,023.000 | 8,620.000 | 8,620.000 | 4.85 | 41,807.00 | |||
| 1610 | OPEN CUT ROADWAY | 04821 | LF | 1,287.00 | 1,287.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1620 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 9,227.00 | 9,227.00 | 9,227.00 | |
| 1630 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 620.00 | 4,960.00 | |||
| 1640 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 12.00 | 12.000 | 19.000 | 19.000 | 1,155.00 | 21,945.00 | |||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0010 MOBILIZATION / DEMOBILIZATION | |||||||
| 1650 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 392,283.00 | 392,283.00 | |||
| 1660 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 150,000.00 | 37,500.00 | 37,500.00 | |
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0011 BRIDGE | |||||||
| 1670 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 27.30 | 27.300 | 29.130 | 29.130 | 800.00 | 23,304.00 | |||
| 1680 | MASONRY COATING | 02998 | SQYD | 640.00 | 640.000 | 752.580 | 752.580 | 12.00 | 9,030.96 | |||
| 1690 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 44.00 | 2,992.00 | |||
| 1700 | CONCRETE-CLASS AA | 08104 | CUYD | 115.80 | 115.800 | 115.800 | 115.800 | 386.00 | 44,698.80 | |||
| 1710 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 26,625.00 | 26,625.000 | 26,625.000 | 26,625.000 | 0.92 | 24,495.00 | |||
| 1720 | STRUCTURAL STEEL MAIN ST (US421) OVER RJ CORMAN RAILROAD | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 310,424.00 | 310,424.00 | |||
| 1730 | HANDRAIL-METAL | 08256 | LF | 260.00 | 260.000 | 258.000 | 258.000 | 84.00 | 21,672.00 | |||
| 1740 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | LF | 11.00 | 11.000 | 11.000 | 11.000 | 110.00 | 1,210.00 | |||
| 1750 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 87.00 | 87.000 | 87.000 | 87.000 | 140.00 | 12,180.00 | |||
| 1760 | APPROACH SLAB | 08500 | SQYD | 192.00 | 192.000 | 192.000 | 192.000 | 240.00 | 46,080.00 | |||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0012 BRIDGE | |||||||
| 1770 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 180.00 | 308.540 | 308.540 | 308.540 | 36.00 | 11,107.44 | |||
| 1780 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 310.00 | 310.000 | 2,044.000 | 2,044.000 | 2.00 | 4,088.00 | |||
| 1790 | MASONRY COATING | 02998 | SQYD | 120.00 | 420.570 | 420.570 | 420.570 | 12.00 | 5,046.84 | |||
| 1800 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 560.00 | 608.000 | 608.000 | 608.000 | 15.00 | 9,120.00 | |||
| 1810 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 410.00 | 688.000 | 688.000 | 688.000 | 54.00 | 37,152.00 | |||
| 1820 | CONCRETE-CLASS A | 08100 | CUYD | 384.70 | 381.700 | 381.700 | 381.700 | 330.00 | 125,961.00 | |||
| 1830 | CONCRETE-CLASS AA | 08104 | CUYD | 17.40 | 17.400 | 17.400 | 17.400 | 386.00 | 6,716.40 | |||
| 1840 | STEEL REINFORCEMENT | 08150 | LB | 58,404.00 | 61,767.000 | 61,767.000 | 61,767.000 | 0.86 | 53,119.62 | |||
| 1850 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 4,412.00 | 4,412.000 | 4,412.000 | 4,412.000 | 0.92 | 4,059.04 | |||
| 1860 | CONCRETE FORMLINER | 21432NC | SQFT | 350.00 | 350.000 | 352.500 | 352.500 | 15.00 | 5,287.50 | |||
| 1870 | PEDESTRIAN RAIL | 23538EC | LF | 208.00 | 208.000 | 208.000 | 208.000 | 170.00 | 35,360.00 | |||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0013 BRIDGE | |||||||
| 1880 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 1890 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 45.00 | 45.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1900 | MASONRY COATING | 02998 | SQYD | 70.00 | 70.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1910 | FOUNDATION PREPARATION TOWN BRANCH CREEK | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,000.00 | 0.00 | |||
| 1920 | CONCRETE-CLASS A | 08100 | CUYD | 65.60 | 65.600 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 1930 | STEEL REINFORCEMENT | 08150 | LB | 3,144.00 | 3,144.000 | 0.000 | 0.000 | 0.86 | 0.00 | |||
| 1940 | CONCRETE FORMLINER | 21432NC | SQFT | 310.00 | 310.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| Project | DE0340NEW0903 | Fed/State Project Number | ARRA 114 (004) | Category | 0014 TRAINEES | |||||||
| 1950 | TRAINEE PAYMENT REIMBURSEMENT 1 CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 1,074.000 | 1,074.000 | 1.00 | 1,074.00 | |||
| SUBTOT | $59,342.70 |
$11,199,358.96 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1150-1-0I |
PILES | LF |
996.00 | 0007 | $28.450000 | $28,336.20 | ||||||
1160-1-0I |
PILE POINTS | EACH |
20.00 | 0007 | $57.570000 | $1,151.40 | ||||||
1270-1-0I |
PC Box Beams | LF |
208.00 | 0011 | $213.750000 | $44,460.00 | ||||||
1270-1-1I |
PC Box Beams | LF |
2,079.00 | 0013 | $213.750000 | $444,386.25 | ||||||
1270-3-0I |
PC Box Beams | LF |
2,079.00 | 0016 | $226.580000 | $471,059.82 | ||||||
1270-2-0I |
PC Box Beams | LF |
208.00 | 0016 | $226.580000 | $47,128.64 | ||||||
1150-1-0A |
PILES | LF |
413.45 | 0014 | $28.450000 | $-11,762.65 | ||||||
1150-1-0A |
PILES | LF |
138.42 | 0015 | $28.450000 | $-3,938.05 | ||||||
1150-1-0A |
PILES | LF |
425.79 | 0016 | $28.450000 | $-12,113.73 | ||||||
1160-1-0A |
PILE POINTS | EACH |
20.00 | 0016 | $57.570000 | $-1,151.40 | ||||||
1270-3-0A |
PC Box Beams | LF |
2,079.00 | 0019 | $226.580000 | $-471,059.82 | ||||||
1270-2-0A |
PC Box Beams | LF |
208.00 | 0019 | $226.580000 | $-47,128.64 | ||||||
1270-10C |
PC Box Beams | LF |
0.00 | 0016 | $213.750000 | $-44,460.00 | ||||||
1270-11C |
PC Box Beams | LF |
0.00 | 0016 | $213.750000 | $-444,386.25 | ||||||
1150-10C |
PILES | LF |
0.00 | 0039 | $28.450000 | $-521.77 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE0340NEW0904 | Fed/State Project Number | ARRA 114 (004) | Category | 0015 UTILITY UNDERGROUND COMMUNICATION | |||||||
| 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 | |
| 8101 | PVC PIPE-4 IN CONDUIT TRENCH SCHED. 40 ~ 1 PIPE | 03383 | LF | 0.00 | 994.000 | 748.000 | 748.000 | 66.96 | 50,086.08 | |||
| 8102 | PVC PIPE-4 IN CONDUIT TRENCH SCHED 40~ 2 PIPES | 03383 | LF | 0.00 | 1,221.000 | 924.000 | 924.000 | 70.63 | 65,262.12 | |||
| 8103 | PVC PIPE-4 IN CONDUIT TRENCH SCHED. 40 ~ 3 PIPES | 03383 | LF | 0.00 | 877.000 | 1,230.000 | 1,230.000 | 72.49 | 89,162.70 | |||
| 8104 | PVC PIPE-4 IN CONDUIT TRENCH SCHED. 40 4 PIPES | 03383 | LF | 0.00 | 745.000 | 614.000 | 614.000 | 81.40 | 49,979.60 | |||
| 8105 | PVC PIPE-4 IN CONDUIT TRENCH SCHED. 40 ~ 5 PIPES | 03383 | LF | 0.00 | 490.000 | 452.000 | 452.000 | 88.62 | 40,056.24 | |||
| 8106 | PVC PIPE-4 IN CONDUIT TRENCH SCHED. 40 6 PIPES | 03383 | LF | 0.00 | 751.000 | 791.000 | 791.000 | 94.01 | 74,361.91 | |||
| 8107 | PVC PIPE-4 IN CONDUIT TRENCH SCHED. 40 ~ 7 PIPES | 03383 | LF | 0.00 | 83.000 | 100.000 | 100.000 | 98.25 | 9,825.00 | |||
| 8108 | PVC PIPE-4 IN CONDUIT TRENCH SCHED. 40 ~ 8 PIPES | 03383 | LF | 0.00 | 555.000 | 582.000 | 582.000 | 104.69 | 60,929.58 | |||
| 8109 | PVC PIPE-4 IN CONDUIT TRENCH SCHED 40~ 9 PIPES | 03383 | LF | 0.00 | 602.000 | 705.000 | 705.000 | 111.13 | 78,346.65 | |||
| 8110 | PVC PIPE-4 IN CONDUIT TRENCH SCHED 40 ~ 10 PIPES | 03383 | LF | 0.00 | 645.000 | 385.000 | 385.000 | 115.59 | 44,502.15 | |||
| 8111 | PVC PIPE-4 IN CONDUIT TRENCH SCHED 40 ~ 12 PIPES | 03383 | LF | 0.00 | 83.000 | 0.000 | 0.000 | 130.45 | 0.00 | |||
| 8112 | HAND HOLE 17 IN X 32 IN | 21730NN | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 787.71 | 1,575.42 | |||
| 8113 | HAND HOLE 30 IN X 48 IN | 21730NN | EACH | 0.00 | 9.000 | 8.000 | 8.000 | 2,686.67 | 21,493.36 | |||
| 8114 | HAND HOLE 36 IN X 60 IN SUPPLIED BY OTHER | 21730NN | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 2,124.76 | 8,499.04 | |||
| 8115 | MANHOLE-4 FT X 4 FT | 21918NN | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 4,594.98 | 41,354.82 | |||
| 8116 | MANHOLE-4 FT X 8 FT | 21918NN | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 6,564.25 | 52,514.00 | |||
| Project | DE0340NEW0904 | Fed/State Project Number | ARRA 114 (004) | Category | 0016 UTILTIY UNDERGROUND ELECTRICAL | |||||||
| 8121 | PVC PIPE-2 IN CONDUIT TRENCH SCHED 40 ~ 2 PIPES | 03381 | LF | 0.00 | 479.000 | 92.000 | 92.000 | 69.34 | 6,379.28 | |||
| 8122 | PVC PIPE-2 1/2 IN CONDUIT TRENCH SCHED. 40 2 PIPES | 23843EC | LF | 0.00 | 58.000 | 318.000 | 318.000 | 76.94 | 24,466.92 | |||
| 8123 | PVC PIPE-2 IN CONDUIT TRENCH SCHED 40 ~ 4 PIPES | 03381 | LF | 0.00 | 54.000 | 88.000 | 88.000 | 85.52 | 7,525.76 | |||
| 8124 | PVC PIPE-4 IN CONDUIT TRENCH SCHED 40 ~ 2 PIPES | 03383 | LF | 0.00 | 577.000 | 1,729.000 | 1,729.000 | 75.36 | 130,297.44 | |||
| 8125 | PVC PIPE-6 IN CONDUIT TRENCH SCHEDULE 40~ 2 PIPES | 03385 | LF | 0.00 | 719.000 | 731.000 | 731.000 | 80.48 | 58,830.88 | |||
| 8126 | PVC PIPE-6 IN CONDUIT TRENCH SCHEDULE 40~ 3 PIPES | 03385 | LF | 0.00 | 112.000 | 142.000 | 142.000 | 91.90 | 13,049.80 | |||
| 8127 | PVC PIPE-6 IN CONDUIT TRENCH SCHEDULE 40~ 4 PIPES | 03385 | LF | 0.00 | 824.000 | 685.000 | 685.000 | 93.21 | 63,848.85 | |||
| 8128 | PVC PIPE-6 IN CONDUIT TRENCH SCHEDULE 40~ 5 PIPES | 03385 | LF | 0.00 | 135.000 | 92.000 | 92.000 | 93.61 | 8,612.12 | |||
| 8129 | PVC PIPE-6 IN CONDUIT TRENCH SCHEDULE 40 6 PIPES | 03385 | LF | 0.00 | 2,003.000 | 2,308.000 | 2,308.000 | 101.68 | 234,677.44 | |||
| 8150 | PVC PIPE-6 IN CONDUIT TRENCH SCHEDULE 40~ 8 PIPES | 03385 | LF | 0.00 | 297.000 | 460.000 | 460.000 | 116.85 | 53,751.00 | |||
| 8151 | PVC PIPE-6 IN CONDUIT TRENCH SCHEDULE 40~ 9 PIPES | 03385 | LF | 0.00 | 120.000 | 0.000 | 0.000 | 125.95 | 0.00 | |||
| 8152 | PVC PIPE-6 IN CONDUIT TRENCH SCHEDULE 40~ 10 PIPES | 03385 | LF | 0.00 | 230.000 | 137.000 | 137.000 | 134.06 | 18,366.22 | |||
| 8153 | TRANSFORMER BASE 52 IN X 40 IN | 04750 | EACH | 0.00 | 9.000 | 10.000 | 10.000 | 1,181.56 | 11,815.60 | |||
| 8154 | TRANSFORMER BASE 7 .5 FT X 5 FT | 04750 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,575.42 | 3,150.84 | |||
| 8155 | TRANSFORMER BASE 7.5 FT X 7 FT | 04750 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,969.28 | 5,907.84 | |||
| 8156 | MANHOLE TYPE C SPECIAL PME (ELECTRICAL) | 01770 | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 17,067.05 | 153,603.45 | |||
| 8157 | MANHOLE TYPE C SPECIAL 12 FT X 6 FT X 7 FT ELECTRIAL | 01770 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 15,097.78 | 45,293.34 | |||
| 8158 | PULL BOX-3 X 5 INSTALL ONLY | 23430EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,444.14 | 0.00 | |||
| Project | DE0340NEW0904 | Fed/State Project Number | ARRA 114 (004) | Category | 0017 UTILITY UNDERGROUND GENERAL | |||||||
| 8130 | STEEL ENCASEMENT PIPE-12 IN | 01069 | LF | 0.00 | 150.000 | 150.000 | 150.000 | 70.00 | 10,500.00 | |||
| 8131 | CONCRETE REPAIR Remove and Replace Decorative Sidewalk | 23171EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,786.35 | 8,786.35 | |||
| 8161 | CL3 ASPH SURF 0.38B PG64-22 UTILITY | 00388 | TON | 0.00 | 17.000 | 24.900 | 24.900 | 75.07 | 1,869.24 | |||
| 8162 | FLOWABLE FILL UTILITY | 02220 | CUYD | 0.00 | 523.000 | 518.250 | 518.250 | 110.00 | 57,007.50 | |||
| 8163 | EXCAVATION FOR BORE PITS | 21554EN | CUYD | 0.00 | 464.000 | 464.000 | 464.000 | 99.00 | 45,936.00 | |||
| 8164 | EW~ RISER TURN UPS | 10094NX | EACH | 0.00 | 68.000 | 134.000 | 134.000 | 91.90 | 12,314.60 | |||
| 8165 | STRUCTURE EXCAVATION-COMMON CONDUIT TRENCH ADDITIONAL | 08001 | CUYD | 0.00 | 1,499.000 | 177.410 | 177.410 | 115.50 | 20,490.85 | |||
| 8166 | EXCAVATION TRENCH-ROCK CONDUIT TRENCH ADDITIONAL | 23561EC | LF | 0.00 | 450.000 | 12.890 | 12.890 | 159.50 | 2,055.95 | |||
| 8167 | BORE AND JACK PIPE-42 IN CONDUIT TRENCH | 23332EC | LF | 0.00 | 165.000 | 170.000 | 170.000 | 795.58 | 135,248.60 | |||
| 8168 | MAINTAIN & CONTROL TRAFFIC UTILITY | 02650 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 1.000 | 15,587.00 | 7,793.50 | 15,587.00 | |
| 8169 | STAKING UTILITY | 02726 | LS | 0.00 | 1.000 | 0.300 | 0.700 | 1.000 | 9,570.00 | 2,871.00 | 9,570.00 | |
| 8170 | SEEDING AND PROTECTION Utility | 05985 | SQYD | 0.00 | 3,850.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 8171 | TEMP SILT FENCE UTILITY | 02701 | LF | 0.00 | 750.000 | 96.000 | 96.000 | 2.09 | 200.64 | |||
| 8172 | CLEAN TEMP SILT FENCE UTILITY | 02709 | LF | 0.00 | 750.000 | 0.000 | 0.000 | 0.71 | 0.00 | |||
| 8173 | INSTALL SERVICE Busters | 09623 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,053.00 | 5,053.00 | |||
| 8174 | INSTALL SERVICE Lexington Brewery | 09623 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 415.00 | 415.00 | |||
| 8175 | INSTALL SERVICE Actors Guild | 09623 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,846.00 | 2,846.00 | |||
| 8176 | INSTALL SERVICE Pittman Out Building | 09623 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 857.00 | 857.00 | |||
| 8177 | INSTALL SERVICE Pittman Main Building | 09623 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,168.00 | 2,168.00 | |||
| 8178 | INSTALL SERVICE Civic Center Guard Building | 09623 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,257.00 | 4,257.00 | |||
| 8179 | INSTALL SERVICE Salvation Army | 09623 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,506.00 | 7,506.00 | |||
| SUBTOT | $10,664.50 |
$13,069,553.16 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||