|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/15/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091317 | Estimate Number | 0054 | Estimate Type FINAL | |||
| District Office | COVINGTON (06320) Keith, Jerry F. | ||||||
| Contractor | HAYDON BRIDGE COMPANY INC | ADDR SN 1 VC Code VC0000092589 | |||||
| PO BOX 175 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 02/21/2014 TO 03/27/2014 | ||||||
| Date Approved | 04/15/2014 | ||||||
| Primary Proj Number | DE04100250917 | ||||||
| Project No. | BRO 5200 (058) | ||||||
| Primary County | GRANT | ||||||
| Name of Road | NORTH MAIN STREET (US 25) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES OVER NORFOLK SOUTHERN RAILROAD 0.4 MILE SOUTH OF KY 22 | ||||||
| Date Let | 12/11/2009 | Formal Acceptance | 06/04/2012 | ||||
| Date Awarded | 12/18/2009 | Date Work Began | 02/23/2010 | ||||
| Date Contract Executed | 01/12/2010 | Open To Traffic | 11/17/2011 | ||||
| Date NTP Issued | 01/12/2010 | Actual Completion Date | 11/17/2011 | ||||
| Current Contract Amount | $5,770,966.98 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,054,629.53 |
Total Earnings | $5,734,856.35 |
$5,725,957.50 |
$8,898.85 |
|
| Percent Complete | 99.46 |
Stockpiled Materials | $-0.74 |
$-0.74 |
$0.00 |
|
| Funds Available | $31,204.67 |
Gross Earnings | $5,734,855.61 |
$5,725,956.76 |
$8,898.85 |
|
| Total Change Orders | $716,337.45 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,739,762.31 |
$5,730,863.46 |
$8,898.85 |
|||
| Contract Id | 091317 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0054 | Project Number | BRO 5200 (058) | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | Period | 02/21/2014 TO 03/27/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | ROW Markers- Utilities- Temp Striping-Water Main Markers | Approved | 06/02/2010 | $51,766.35 | 6.0 | |||||
| 002 | Guardrail end treatments- staking access rd- pvc force main | Approved | 09/29/2010 | $21,188.30 | 3.0 | |||||
| 003 | Bridge Redesign net zero sum change | Approved | 01/19/2011 | $0.00 | 0.0 | |||||
| 004 | Roadway Drainage, Water Services and Sewer Corrections | Approved | 04/27/2011 | $204,899.29 | 45.0 | |||||
| 005 | Wall Demolition Cost Plus | Approved | 06/02/2011 | $28,213.46 | 4.0 | |||||
| 006 | Liquidated Damages Override | Approved | 05/24/2011 | $0.00 | 0.0 | |||||
| 007 | Drainage, Water, Embankment in Place, Roadway and Electric | Approved | 12/06/2011 | $295,645.93 | 45.0 | |||||
| 008 | Administrative Settlement | Approved | 03/13/2013 | $114,624.12 | 0.0 | |||||
| 009 | Adjusted Completion Date Correction | Approved | 03/24/2014 | $0.00 | 5.0 | |||||
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 |
||
| DE04100250917 | 2030 | FABRIC-GEOTEXTILE TYPE IV | NON-SPEC MATERIAL DEDUCTION | 0009 | -50.03 |
$1.75 |
$-87.55 |
||
| DE04100250917 | 5202 | SEWER PIPE-6 IN | OTHER | 0014 | 0.00 |
$0.00 |
$-500.00 |
||
| DE04100250917 | 4008 | PRECAST PC I BEAM TYPE 6 | OTHER | 0016 | 0.00 |
$0.00 |
$296,009.85 |
||
| DE04100250917 | 4008 | PRECAST PC I BEAM TYPE 6 | OTHER | 0029 | 0.00 |
$0.00 |
$-296,009.85 |
||
| DE04100250917 | 2013 | EMBANKMENT IN PLACE | OTHER | 0032 | 0.00 |
$0.00 |
$-5,000.00 |
||
| DE04100250917 | 2013 | EMBANKMENT IN PLACE | OTHER | 0033 | 0.00 |
$0.00 |
$5,000.00 |
||
| DE04100250917 | 5202 | SEWER PIPE-6 IN | OTHER | 0033 | 0.00 |
$0.00 |
$500.00 |
||
| DE04100250917 | 4002 | CONCRETE-CLASS AA | OTHER | 0041 | 0.00 |
$0.00 |
$494.25 |
||
| DE04100250917 | 1005 | CL2 ASPH BASE 1.00D PG64-22 | OTHER | 0045 | 0.00 |
$0.00 |
$-106,964.86 |
||
| DE04100250917 | 1005 | CL2 ASPH BASE 1.00D PG64-22 | OTHER | 0046 | 0.00 |
$0.00 |
$106,964.86 |
||
| DE04100250917 | 5140 | STEEL ENCASEMENT PIPE-20 IN | OTHER | 0046 | 0.00 |
$0.00 |
$2,250.00 |
||
| DE04100250917 | 5140 | STEEL ENCASEMENT PIPE-20 IN | OTHER | 0050 | 0.00 |
$0.00 |
$2,250.00 |
||
| Contract Id | 091317 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04100250917 | |||||||
| Estimate Nbr | 0054 | Period | 02/21/2014 TO 03/27/2014 | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | |||||||||
| Project | DE04100250917 | Fed/State Project Number | BRO 5200 (058) | Category | 1000 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 | |
| 1001 | DGA BASE | 00001 | TON | 6,639.00 | 11,332.000 | 11,383.820 | 11,383.820 | 13.65 | 155,389.14 | |||
| 1002 | CRUSHED STONE BASE | 00003 | TON | 447.00 | 928.000 | 930.730 | 930.730 | 14.00 | 13,030.22 | |||
| 1003 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 2,662.00 | 2,675.000 | 2,219.010 | 2,219.010 | 33.25 | 73,782.08 | |||
| 1004 | ASPHALT SEAL AGGREGATE | 00100 | TON | 12.00 | 13.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1005 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 8,957.00 | 9,883.800 | 9,842.130 | 9,842.130 | 49.23 | 484,528.05 | |||
| 1006 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1007 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 669.00 | 1,169.000 | 1,113.320 | 1,113.320 | 57.55 | 64,071.56 | |||
| 1008 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 724.00 | 727.200 | 986.740 | 986.740 | 59.51 | 58,720.89 | |||
| 1009 | ASPHALT CURING SEAL | 00358 | TON | 16.00 | 16.050 | 8.040 | 8.040 | 100.00 | 804.00 | |||
| 1010 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 2.000 | 2.000 | 1,597.76 | 3,195.52 | |||
| 1012 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 74.00 | 490.000 | 491.060 | 491.060 | 65.36 | 32,095.68 | |||
| 1013 | SAND FOR BLOTTER | 02702 | TON | 13.00 | 13.000 | 21.280 | 21.280 | 32.36 | 688.62 | |||
| 8049 | LONGITUDINAL EDGE KEY | 21289ED | LF | 0.00 | 1,900.000 | 1,900.000 | 1,900.000 | 6.35 | 12,065.00 | |||
| Project | DE04100250917 | Fed/State Project Number | BRO 5200 (058) | Category | 2000 ROADWAY | |||||||
| REMOVE GUARDRAIL REMOVE GUARDRAIL | 02381 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.72 | 0.00 | ||||
| 2001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1.00 | 1.000 | 1.000 | 1.000 | 275.00 | 275.00 | |||
| 2002 | PERFORATED PIPE-4 IN | 01000 | LF | 6,541.00 | 6,576.000 | 6,387.000 | 6,387.000 | 6.95 | 44,389.65 | |||
| 2003 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 10.00 | 10.000 | 54.000 | 54.000 | 6.95 | 375.30 | |||
| 2004 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 2005 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 53.00 | 53.000 | 53.000 | 53.000 | 10.00 | 530.00 | |||
| 2006 | STANDARD CURB AND GUTTER | 01810 | LF | 6,941.00 | 6,976.000 | 6,804.080 | 6,804.080 | 12.80 | 87,092.22 | |||
| 2007 | ISLAND INTEGRAL CURB | 01845 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 2008 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 250.00 | 1,250.00 | |||
| 2009 | REMOVE PAVEMENT | 02091 | SQYD | 2,009.00 | 2,009.000 | 2,009.000 | 2,009.000 | 2.00 | 4,018.00 | |||
| 2010 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 947.00 | 1,549.000 | 1,548.920 | 1,548.920 | 49.00 | 75,897.08 | |||
| 2012 | GRANULAR EMBANKMENT | 02223 | CUYD | 5,038.00 | 5,754.000 | 5,747.220 | 5,747.220 | 18.00 | 103,449.96 | |||
| 2013 | EMBANKMENT IN PLACE | 02230 | CUYD | 112,481.00 | 116,756.000 | 116,756.000 | 116,756.000 | 3.70 | 431,997.20 | |||
| 2014 | WATER | 02242 | MGAL | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 2015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,225.00 | 1,260.000 | 1,236.250 | 1,236.250 | 14.38 | 17,777.27 | |||
| 2016 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 8.000 | 10.000 | 10.000 | 38.65 | 386.50 | |||
| 2017 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 3.000 | 3.000 | 3.000 | 2,092.00 | 6,276.00 | |||
| 2018 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 6.000 | 6.000 | 6.000 | 2,253.50 | 13,521.00 | |||
| 2019 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 547.75 | 0.00 | |||
| 2020 | REMOVE GUARDRAIL | 02381 | LF | 140.00 | 1,015.000 | 977.500 | 977.500 | 1.72 | 1,681.30 | |||
| 2021 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 1,813.00 | 1,813.00 | |||
| 2022 | TEMP GUARDRAIL | 02397 | LF | 800.00 | 1,450.000 | 1,287.500 | 1,287.500 | 4.40 | 5,665.00 | |||
| 2023 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 2.50 | 2.500 | 2.500 | 2.500 | 800.00 | 2,000.00 | |||
| 2024 | CHANNEL LINING CLASS II | 02483 | TON | 8.00 | 400.000 | 187.340 | 187.340 | 28.00 | 5,245.52 | |||
| 2025 | CLEARING AND GRUBBING (16 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,645.00 | 36,645.00 | |||
| 2026 | CONCRETE-CLASS B | 02555 | CUYD | 128.00 | 128.000 | 65.040 | 65.040 | 245.00 | 15,934.80 | |||
| 2027 | SIGNS | 02562 | SQFT | 359.00 | 359.000 | 608.000 | 608.000 | 12.00 | 7,296.00 | |||
| 2028 | EDGE KEY | 02585 | LF | 116.00 | 116.000 | 260.000 | 260.000 | 28.53 | 7,417.80 | |||
| 2030 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 2,679.00 | 12,944.000 | 12,943.246 | 12,943.246 | 1.75 | 22,650.68 | |||
| 2031 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 2032 | DIVERSIONS (BY-PASS DETOURS) (#1) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 2033 | DIVERSIONS (BY-PASS DETOURS) (#2) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 2034 | DIVERSIONS (BY-PASS DETOURS) (#3) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 2035 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 2036 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,000.00 | 24,000.00 | |||
| 2037 | TEMP SILT FENCE | 02701 | LF | 3,967.00 | 3,967.000 | 3,585.000 | 3,585.000 | 2.00 | 7,170.00 | |||
| 2038 | SILT TRAP TYPE A | 02703 | EACH | 24.00 | 24.000 | 7.000 | 7.000 | 50.00 | 350.00 | |||
| 2039 | SILT TRAP TYPE B | 02704 | EACH | 24.00 | 24.000 | 13.000 | 13.000 | 250.00 | 3,250.00 | |||
| 2040 | SILT TRAP TYPE C | 02705 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 2041 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 72.00 | 72.000 | 10.000 | 10.000 | 10.00 | 100.00 | |||
| 2042 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 72.00 | 72.000 | 32.000 | 32.000 | 5.00 | 160.00 | |||
| 2043 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 36.00 | 36.000 | 1.000 | 1.000 | 5.00 | 5.00 | |||
| 2044 | CLEAN TEMP SILT FENCE | 02709 | LF | 7,934.00 | 7,934.000 | 100.000 | 100.000 | 0.50 | 50.00 | |||
| 2045 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 3,502.00 | 3,511.700 | 3,110.560 | 3,110.560 | 20.92 | 65,072.91 | |||
| 2046 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 2047 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 2048 | PVC PIPE-1 IN | 03380 | LF | 114.00 | 114.000 | 114.000 | 114.000 | 2.18 | 248.52 | |||
| 2049 | PVC PIPE-2 IN | 03381 | LF | 3,526.00 | 3,526.000 | 3,604.910 | 3,604.910 | 2.49 | 8,976.22 | |||
| 2050 | PVC PIPE-4 IN | 03383 | LF | 1,763.00 | 1,763.000 | 1,931.080 | 1,931.080 | 5.30 | 10,234.72 | |||
| 2051 | JUNCTION BOX TYPE B | 04811 | EACH | 7.00 | 0.000 | 0.000 | 0.000 | 526.00 | 0.00 | |||
| 2052 | TRENCHING AND BACKFILLING | 04820 | LF | 877.00 | 877.000 | 1,705.330 | 1,705.330 | 3.25 | 5,542.32 | |||
| 2055 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10,000.00 | 40,000.00 | |||
| 2056 | EROSION CONTROL BLANKET | 05950 | SQYD | 904.00 | 904.000 | 1,177.780 | 1,177.780 | 1.60 | 1,884.44 | |||
| 2057 | TEMP MULCH | 05952 | SQYD | 4,811.00 | 4,811.000 | 11,180.537 | 11,180.537 | 0.21 | 2,347.91 | |||
| 2058 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,811.00 | 4,811.000 | 12,470.400 | 12,470.400 | 0.23 | 2,868.19 | |||
| 2059 | TOPDRESSING FERTILIZER | 05966 | TON | 3.00 | 3.000 | 3.000 | 3.000 | 688.00 | 2,064.00 | |||
| 2060 | SEEDING AND PROTECTION | 05985 | SQYD | 48,110.00 | 48,210.000 | 77,072.068 | 77,072.068 | 0.30 | 23,121.62 | |||
| 2061 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 48,110.00 | 48,110.000 | 31,330.207 | 31,330.207 | 0.17 | 5,326.13 | |||
| 2062 | SODDING | 05990 | SQYD | 578.00 | 578.000 | 600.000 | 600.000 | 4.68 | 2,808.00 | |||
| 2063 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 20,058.00 | 20,111.000 | 20,980.000 | 20,980.000 | 0.15 | 3,147.00 | |||
| 2064 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 296.00 | 296.000 | 332.000 | 332.000 | 1.85 | 614.20 | |||
| 2065 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 71.00 | 71.000 | 115.000 | 115.000 | 5.00 | 575.00 | |||
| 2066 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 140.00 | 140.000 | 334.000 | 334.000 | 6.00 | 2,004.00 | |||
| 2067 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 1.00 | 1.000 | 7.000 | 7.000 | 125.00 | 875.00 | |||
| 2068 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 2069 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 128.00 | 128.000 | 130.000 | 130.000 | 34.00 | 4,420.00 | |||
| 2070 | ARCHITECTURAL TREATMENT | 23026ED | SQYD | 51.60 | 51.600 | 56.680 | 56.680 | 65.00 | 3,684.20 | |||
| 2071 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 305.00 | 305.000 | 136.690 | 136.690 | 11.00 | 1,503.59 | |||
| 2072 | CONCRETE-CLASS A | 08100 | CUYD | 14.70 | 14.700 | 11.340 | 11.340 | 1,000.00 | 11,340.00 | |||
| 2073 | STEEL REINFORCEMENT | 08150 | LB | 618.00 | 618.000 | 587.000 | 587.000 | 2.00 | 1,174.00 | |||
| 2074 | FUEL ADJUSTMENT | 10020NS | DOLL | 16,939.00 | 37,377.130 | 43,513.320 | 43,513.320 | 1.00 | 43,513.32 | |||
| 2075 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 17,798.00 | 26,320.440 | 33,538.820 | 33,538.820 | 1.00 | 33,538.82 | |||
| 2076 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,542.50 | 2,542.500 | 2,560.900 | 2,560.900 | 10.63 | 27,222.36 | |||
| 2077 | TEMP DITCH | 02159 | LF | 1,984.00 | 1,984.000 | 770.000 | 770.000 | 1.25 | 962.50 | |||
| 2078 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 8,914.00 | 8,914.000 | 7,250.910 | 7,250.910 | 2.00 | 14,501.82 | |||
| 2079 | DECORATIVE HANDRAIL | 23143EN | LF | 278.00 | 278.000 | 290.000 | 290.000 | 120.00 | 34,800.00 | |||
| 2080 | JUNCTION BOX TY PE-10-GS | 23144EN | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 828.00 | 15,732.00 | |||
| 2081 | SIDEWALK BRICK STAMPING | 22527EN | SQYD | 265.00 | 265.000 | 242.960 | 242.960 | 55.65 | 13,520.72 | |||
| 2082 | COMPOSITE BURIAL FOOT FOR LIGHTING | 23145EN | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 795.00 | 15,105.00 | |||
| 2083 | WALL MOUNTED HANDRAIL | 20289ED | LF | 34.00 | 34.000 | 34.000 | 34.000 | 34.00 | 1,156.00 | |||
| 2084 | GRANULAR PILE CORE | 20209EP69 | CUYD | 856.00 | 856.000 | 922.830 | 922.830 | 28.00 | 25,839.24 | |||
| 2085 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 64.00 | 64.000 | 80.000 | 80.000 | 35.00 | 2,800.00 | |||
| 2086 | SAFELOADING | 02690 | CUYD | 40.00 | 40.000 | 84.500 | 84.500 | 120.00 | 10,140.00 | |||
| 2087 | REMOVE ASBESTOS PIPE | 21655EN | LF | 100.00 | 100.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 2088 | CONCRETE BARRIER WALL TYPE 9T (ADDED: 12-7-09) | 03171 | LF | 591.00 | 591.000 | 160.000 | 160.000 | 25.00 | 4,000.00 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -8,976.150 | -4,379.870 | -13,356.020 | 1.00 | -8,976.15 | -13,356.02 | |
| 8001 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 0.00 | 36.000 | 6.000 | 6.000 | 132.00 | 792.00 | |||
| 8002 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 0.00 | 11.000 | 41.000 | 41.000 | 110.00 | 4,510.00 | |||
| 8003 | STAKING II R/W Markers | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,060.00 | 5,060.00 | |||
| 8007 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 10,000.000 | 21,991.000 | 21,991.000 | 0.25 | 5,497.75 | |||
| 8008 | STAKING R/R ACCESS ROAD | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| 8010 | SAWCUT PAVEMENT | 20550ND | LF | 0.00 | 1,650.000 | 1,650.000 | 1,650.000 | 4.45 | 7,342.50 | |||
| 8045 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,115.00 | 4,230.00 | |||
| 8046 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 1,050.00 | 8,400.00 | |||
| 8051 | BORE AND JACK CONDUIT | 21543EN | LF | 0.00 | 50.000 | 50.000 | 50.000 | 43.50 | 2,175.00 | |||
| 8054 | STAKING RE-STAKING THE R/R ACCESS ROAD | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| 8056 | MAINTAIN & CONTROL TRAFFIC CONES | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 8057 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 114,624.12 | 114,624.12 | |||
| Project | DE04100250917 | Fed/State Project Number | BRO 5200 (058) | Category | 3000 DRAINAGE | |||||||
| 3001 | STORM SEWER PIPE-15 IN | 00521 | LF | 355.00 | 355.000 | 309.000 | 309.000 | 25.35 | 7,833.15 | |||
| 3002 | STORM SEWER PIPE-18 IN | 00522 | LF | 4,269.00 | 4,269.000 | 4,459.500 | 4,459.500 | 27.45 | 122,413.27 | |||
| 3003 | STORM SEWER PIPE-24 IN | 00524 | LF | 461.00 | 461.000 | 461.000 | 461.000 | 34.21 | 15,770.81 | |||
| 3004 | ENTRANCE PIPE-15 IN | 00440 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 32.00 | 1,120.00 | |||
| 3005 | CURB BOX INLET TYPE A | 01456 | EACH | 57.00 | 57.000 | 60.000 | 60.000 | 2,160.00 | 129,600.00 | |||
| 3006 | CURB BOX INLET TYPE B | 01480 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 2,100.00 | 8,400.00 | |||
| 3007 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,900.00 | 5,800.00 | |||
| 3008 | DROP BOX INLET TYPE 12A | 01550 | LF | 42.00 | 42.000 | 36.000 | 36.000 | 160.00 | 5,760.00 | |||
| 3009 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 3010 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 3011 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 8025 | JUNCTION BOX-18 IN STORM DRAIN | 01642 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,320.00 | 3,960.00 | |||
| 8026 | JUNCTION BOX-24 IN STORM DRAIN | 01643 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 1,540.00 | 3,080.00 | |||
| 8044 | ADJUST CATCH BASIN | 01709 | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 800.00 | 7,200.00 | |||
| 8047 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 395.00 | 790.00 | |||
| 8048 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 325.00 | 650.00 | |||
| 8052 | REMOVE AND REPLACE CURB BOX INLET | 22062NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 8053 | STAKING RE-STAKE CURB BOX INLET | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| Project | DE04100250917 | Fed/State Project Number | BRO 5200 (058) | Category | 4000 BRIDGE | |||||||
| 4001 | CONCRETE-CLASS A | 08100 | CUYD | 795.80 | 531.000 | 531.000 | 531.000 | 400.00 | 212,400.00 | |||
| 4002 | CONCRETE-CLASS AA | 08104 | CUYD | 762.00 | 757.000 | 757.000 | 757.000 | 405.00 | 306,585.00 | |||
| 4003 | STEEL REINFORCEMENT | 08150 | LB | 54,853.00 | 56,376.000 | 56,376.000 | 56,376.000 | 0.70 | 39,463.20 | |||
| 4004 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 182,915.00 | 194,183.000 | 194,183.000 | 194,183.000 | 0.73 | 141,753.59 | |||
| 4005 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 486.00 | 0.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 4006 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 623.00 | 0.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 4007 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 634.00 | 670.000 | 670.000 | 670.000 | 30.00 | 20,100.00 | |||
| 4008 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,949.00 | 0.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 4009 | MASONRY COATING | 02998 | SQYD | 1,983.00 | 1,742.000 | 1,742.000 | 1,742.000 | 8.00 | 13,936.00 | |||
| 4010 | PILES-STEEL HP12X53 | 08046 | LF | 794.00 | 551.000 | 605.470 | 605.470 | 42.00 | 25,429.74 | |||
| 4012 | TEST PILES | 08033 | LF | 100.00 | 114.000 | 114.000 | 114.000 | 100.00 | 11,400.00 | |||
| 4013 | PILE POINTS-12 IN | 08094 | EACH | 40.00 | 28.000 | 28.000 | 28.000 | 115.00 | 3,220.00 | |||
| 4014 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 1,025.00 | 1,025.000 | 1,025.000 | 1,025.000 | 42.00 | 43,050.00 | |||
| 4015 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 502.00 | 502.000 | 502.000 | 502.000 | 2.25 | 1,129.50 | |||
| 4016 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 106.00 | 106.000 | 106.000 | 106.000 | 45.00 | 4,770.00 | |||
| 4017 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 22,000.00 | 0.00 | |||
| 4018 | RAIL SYSTEM TYPE 5 | 22141ED | LF | 794.20 | 764.000 | 764.000 | 764.000 | 145.00 | 110,780.00 | |||
| 4019 | ADDITIVE ALTERNATE CONDUIT | 22140ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 8,600.00 | 0.00 | |||
| 8012 | ELECTRICAL CONDUIT | 08269 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,164.00 | 21,164.00 | |||
| 8013 | ADDITIVE ALTERNATE CONDUIT | 22140ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,273.20 | 8,273.20 | |||
| 8014 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 0.00 | 27.000 | 30.690 | 30.690 | 220.00 | 6,751.80 | |||
| 8015 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 0.00 | 134.000 | 135.590 | 135.590 | 750.00 | 101,692.50 | |||
| 8016 | PRECAST PC I BEAM-HN 6661 | 23925EC | LF | 0.00 | 1,480.000 | 1,478.000 | 1,478.000 | 305.00 | 450,790.00 | |||
| 8018 | DESIGN BRIDGE EGNINEERING | 21512NS | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 8019 | EW~ GEOTECH ENGINEERING DRILLING | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 19,580.00 | 19,580.00 | |||
| 8020 | EW~ KYTC ENGINEERING REVIEW | 10098NX | DOLL | 0.00 | -5,000.000 | -5,000.000 | -5,000.000 | 1.00 | -5,000.00 | |||
| 8021 | EW~ RR AND STV REVIEW | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 8022 | EROSION CONTROL | 21415ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 8023 | EW~ TEMP SOIL SLOPE WALL | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 8024 | ACCOUNTING ADJUSTMENT BRIDGE REDESIGN | 10206NC | DOLL | 0.00 | -33,626.410 | -33,626.410 | -33,626.410 | 1.00 | -33,626.41 | |||
| 8043 | COST PLUS WORK RETAINING WALL REMOVAL DISPOSAL | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 28,213.46 | 28,213.46 | |||
| 8055 | EPOXY SAND SLURRY | 08504 | SQYD | 0.00 | 130.000 | 130.000 | 130.000 | 25.00 | 3,250.00 | |||
| Project | DE04100250917 | Fed/State Project Number | BRO 5200 (058) | Category | 5001 WATERLINE | |||||||
| 5101 | COPPER PIPE-3/4 IN | 03360 | LF | 402.00 | 780.000 | 839.000 | 839.000 | 17.30 | 14,514.70 | |||
| 5103 | PVC PIPE-4 IN | 03383 | LF | 1,265.00 | 0.000 | 0.000 | 0.000 | 22.70 | 0.00 | |||
| 5105 | PVC PIPE-8 IN (REVISED: 12-7-09) | 03387 | LF | 4,425.00 | 4,701.000 | 4,545.000 | 4,545.000 | 26.20 | 119,079.00 | |||
| 5106 | STEEL ENCASEMENT PIPE-12 IN | 01069 | LF | 55.00 | 55.000 | 55.000 | 55.000 | 70.40 | 3,872.00 | |||
| 5107 | STEEL ENCASEMENT PIPE-18 IN (OPEN CUT)(REVISED: 12-7-09) | 01075 | LF | 457.00 | 457.000 | 437.000 | 437.000 | 92.00 | 40,204.00 | |||
| 5108 | STEEL ENCASEMENT PIPE-18 IN (BORE AND JACK) | 01075 | LF | 70.00 | 150.000 | 150.000 | 150.000 | 465.00 | 69,750.00 | |||
| 5109 | SOLID SLEEVE 4IN | 20826ED | EACH | 1.00 | 2.000 | 1.000 | 1.000 | 120.00 | 120.00 | |||
| 5110 | BEND 11.25 DEG 4 IN (REVISED: 12-7-09) | 03537 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 5111 | BEND 22.50 DEG 4 IN | 03544 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 130.00 | 260.00 | |||
| 5112 | BEND 45 DEG 4 IN | 03553 | EACH | 2.00 | 6.000 | 6.000 | 6.000 | 130.00 | 780.00 | |||
| 5113 | BEND 90 DEG 4 IN | 03559 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 130.00 | 260.00 | |||
| 5116 | CUT-CAP AND BLOCK-6 IN (REVISED: 12-7-09) | 23705EC | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 560.00 | 1,680.00 | |||
| 5118 | BEND 11.25 DEG 8 IN | 03539 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 190.00 | 1,330.00 | |||
| 5119 | BEND 22.50 DEG 8 IN | 03546 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 5120 | BEND 45 DEG 8 IN (REVISED: 12-7-09) | 03563 | EACH | 18.00 | 18.000 | 15.000 | 15.000 | 200.00 | 3,000.00 | |||
| 5121 | BEND 90 DEG 8 IN | 03570 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 230.00 | 1,380.00 | |||
| 5122 | GATE VALVE-8 IN (REVISED: 12-7-09) | 03528 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 1,280.00 | 8,960.00 | |||
| 5123 | TEE AND BLOCK 8 IN X 8 IN X 8 IN | 20552NC | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 5125 | REDUCER 8 IN X 6 IN (REVISED: 12-7-09) | 20794ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 180.00 | 180.00 | |||
| 5126 | CUT-CAP AND BLOCK-8 IN (REVISED: 12-7-09) | 23706EC | EACH | 8.00 | 20.000 | 22.000 | 22.000 | 580.00 | 12,760.00 | |||
| 5127 | TAPPING SLEEVE & VALVE 8 X 8 (REVISED: 12-7-09) | 21180ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 5,900.00 | 29,500.00 | |||
| 5128 | TAPPING SLEEVE AND VALVE-10 IN X 8 IN (REVISED: 12-7-09) | 23707EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,522.00 | 13,044.00 | |||
| 5129 | CUT-CAP AND BLOCK-10 IN | 23708EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 625.00 | 1,250.00 | |||
| 5130 | RELOCATE WATER METER (REVISED: 12-7-09) | 03431 | EACH | 12.00 | 12.000 | 15.000 | 15.000 | 260.00 | 3,900.00 | |||
| 5132 | REMOVE METER | 03423 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 300.00 | 2,100.00 | |||
| 5133 | RELOCATE FIRE HYDRANT | 03433 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 700.00 | 3,500.00 | |||
| 5134 | REMOVE FIRE HYDRANT | 03434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 5135 | BLOW-OFF ASSEMBLY (REVISED: 12-7-09) | 01315 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 810.00 | 0.00 | |||
| 5136 | TEE AND BLOCK 8 IN X 6 IN (ADDED: 12-7-09) | 21050ND | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 760.00 | 2,280.00 | |||
| 5137 | RECONNECT METER (ADDED: 12-7-09) | 20169EC | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 540.00 | 4,320.00 | |||
| 5138 | TAPPING SLEEVE AND VALVE-10 X 10 IN (ADDED: 12-7-09) | 23722EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 7,901.00 | 15,802.00 | |||
| 5139 | BEND 45 DEG 10 IN (ADDED: 12-7-09) | 03555 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 5140 | STEEL ENCASEMENT PIPE-20 IN (BORE & JACK) (ADDED: 12-7-09) | 01076 | LF | 125.00 | 205.000 | 205.000 | 205.000 | 525.00 | 107,625.00 | |||
| 5141 | PVC PIPE-10 IN (ADDED: 12-7-09) | 03389 | LF | 192.00 | 320.000 | 311.000 | 311.000 | 28.70 | 8,925.70 | |||
| 5142 | REMOVE ASBESTOS PIPE (ADDED: 12-7-09) | 21655EN | LF | 100.00 | 100.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 8006 | WATER MAIN PIPE MARKER | 22084NN | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 55.00 | 220.00 | |||
| 8009 | WITNESS POST | 02432 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 110.00 | 330.00 | |||
| 8027 | COPPER PIPE-1 IN | 03361 | LF | 0.00 | 260.000 | 260.000 | 260.000 | 47.50 | 12,350.00 | |||
| 8029 | SERVICE TAP & CORP STOP-1 IN | 22901NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 8034 | REDUCER-10 IN X 8 IN | 20956ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 215.00 | 430.00 | |||
| 8035 | COPPER PIPE-2 IN SERVICE | 03363 | LF | 0.00 | 15.000 | 15.000 | 15.000 | 39.50 | 592.50 | |||
| 8036 | SERVICE TAP-3/4 IN-2 IN | 23512EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
| 8037 | BEND 11.25 DEG 10 IN | 03540 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 304.50 | 304.50 | |||
| 8038 | TEE AND BLOCK 10 IN X 10 IN X 8 IN | 03571 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 199.50 | 0.00 | |||
| 8039 | GATE VALVE-10 IN | 03530 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,441.67 | 0.00 | |||
| 8040 | SOLID SLEEVE-10 IN | 23311EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 336.00 | 672.00 | |||
| 8041 | PVC PIPE-10 IN WATER MAIN EXTENSTION | 03389 | LF | 0.00 | 130.000 | 98.000 | 98.000 | 55.35 | 5,424.30 | |||
| 8042 | PVC PIPE-8 IN WATER MAIN EXTENSTION | 03387 | LF | 0.00 | 455.000 | 455.000 | 455.000 | 52.50 | 23,887.50 | |||
| 8050 | SOLID SLEEVE-8 IN-INSTALL | 23372EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 285.00 | 570.00 | |||
| Project | DE04100250917 | Fed/State Project Number | BRO 5200 (058) | Category | 5002 SEWER | |||||||
| 5201 | SEWER PIPE-8 IN (REVISED: 12-7-09) | 01052 | LF | 2,254.00 | 2,354.000 | 2,302.500 | 2,302.500 | 62.80 | 144,597.00 | |||
| 5202 | SEWER PIPE-6 IN (REVISED: 12-7-09) | 01051 | LF | 490.00 | 670.000 | 609.000 | 609.000 | 42.80 | 26,065.20 | |||
| 5203 | SANITARY SEWER MANHOLE | 01799 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 5,470.00 | 82,050.00 | |||
| 5204 | DROP MANHOLE | 20240ES408 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,970.00 | 8,970.00 | |||
| 5205 | REPLACE MANHOLE | 20833ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 5206 | ADJUST MANHOLE FRAME TO GRADE (REVISED: 12-7-09) | 01791 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 5207 | CLEANOUT (REVISED: 12-7-09) | 20985ND | EACH | 14.00 | 16.000 | 13.000 | 13.000 | 400.00 | 5,200.00 | |||
| 5208 | TIE-IN TO MANHOLE | 20772ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,270.00 | 2,540.00 | |||
| 8005 | SEWER PIPE-4 IN | 01050 | LF | 0.00 | 1,265.000 | 1,255.000 | 1,255.000 | 32.85 | 41,226.75 | |||
| 8011 | PVC FORCE MAIN-2 IN | 22123EN | LF | 0.00 | 350.000 | 300.000 | 300.000 | 20.55 | 6,165.00 | |||
| 8028 | RESET MANHOLE FRAME AND LID | 23948EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 8030 | REMOVE PIPE SEWER PIPE - 8 IN | 01310 | LF | 0.00 | 176.000 | 176.000 | 176.000 | 20.00 | 3,520.00 | |||
| 8031 | DELAY COST | 10070NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 2,112.94 | 2,112.94 | |||
| 8032 | RECONNECT SEWER SERVICE | 03444 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 581.18 | 1,162.36 | |||
| 8033 | RELAY PIPE SEWER PIPE - 8 IN | 01311 | LF | 0.00 | 176.000 | 176.000 | 176.000 | 62.80 | 11,052.80 | |||
| Project | DE04100250917 | Fed/State Project Number | BRO 5200 (058) | Category | 9000 MOBILIZATION / DEMOBILIZATION | |||||||
| 9001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 235,000.00 | 235,000.00 | |||
| 9002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 71,500.00 | 17,875.00 | 71,500.00 | |
| SUBTOT | $8,898.85 |
$5,734,856.29 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
5105-1-0I |
PIPE, PVC DRAINAGE | FT |
4,425.00 | 0001 | $3.740000 | $15,722.02 | ||||||
5141-1-0I |
PIPE, PVC DRAINAGE | FT |
192.00 | 0001 | $5.870000 | $1,070.69 | ||||||
5201-1-0I |
PIPE, PVC DRAINAGE | FT |
2,254.00 | 0001 | $2.160000 | $4,625.21 | ||||||
5202-1-0I |
PIPE, PVC DRAINAGE | FT |
490.00 | 0001 | $1.230000 | $572.57 | ||||||
4010-1-0I |
PILES | LF |
1,098.00 | 0004 | $22.370000 | $23,334.15 | ||||||
4003-2-0I |
STEEL REINUN 615GR60 | LB |
31,292.00 | 0014 | $0.315350 | $9,374.53 | ||||||
4003-1-0I |
STEEL REINUN 615GR60 | LB |
23,177.00 | 0014 | $0.315350 | $6,943.42 | ||||||
4002-1-0I |
STAY IN PL FORMS | SQFT |
11,460.00 | 0022 | $0.923570 | $10,054.90 | ||||||
4004-2-0I |
STEEL REINCO 615GR60 | LB |
47,779.00 | 0030 | $0.341320 | $15,492.53 | ||||||
4004-1-0I |
STEEL REINCO 615GR60 | LB |
41,380.00 | 0030 | $0.341320 | $13,417.63 | ||||||
4004-5-0I |
STEEL REINCO 615GR60 | LB |
46,763.00 | 0031 | $0.341320 | $15,163.10 | ||||||
4004-4-0I |
STEEL REINCO 615GR60 | LB |
40,297.00 | 0031 | $0.341320 | $13,066.46 | ||||||
4004-3-0I |
STEEL REINCO 615GR60 | LB |
48,369.00 | 0031 | $0.341320 | $15,683.84 | ||||||
4010-0-0I |
PILES-STEEL HP12X53 |
|
0053 | $ | $-10,467.01 | |||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
680.00 | 0003 | $3.740000 | $-2,416.04 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
502.00 | 0004 | $3.740000 | $-1,783.61 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
102.00 | 0005 | $3.740000 | $-362.41 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
80.00 | 0005 | $2.160000 | $-164.16 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
580.00 | 0006 | $3.740000 | $-2,060.74 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
646.00 | 0007 | $3.740000 | $-2,295.24 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
160.00 | 0007 | $2.160000 | $-328.32 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
105.00 | 0008 | $3.740000 | $-373.06 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
152.00 | 0009 | $3.740000 | $-540.06 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
284.00 | 0010 | $2.160000 | $-582.77 | ||||||
5202-1-0A |
PIPE, PVC DRAINAGE | FT |
10.00 | 0010 | $1.230000 | $-11.69 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
372.00 | 0011 | $2.160000 | $-763.34 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
95.00 | 0012 | $2.160000 | $-194.94 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
36.00 | 0013 | $2.160000 | $-73.87 | ||||||
5202-1-0A |
PIPE, PVC DRAINAGE | FT |
189.00 | 0013 | $1.230000 | $-220.85 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
160.00 | 0014 | $3.740000 | $-568.48 | ||||||
5202-1-0A |
PIPE, PVC DRAINAGE | FT |
68.00 | 0014 | $1.230000 | $-79.46 | ||||||
4003-2-0A |
STEEL REINUN 615GR60 | LB |
14,595.00 | 0015 | $0.315350 | $-4,372.40 | ||||||
4003-1-0A |
STEEL REINUN 615GR60 | LB |
14,595.00 | 0015 | $0.315350 | $-4,372.40 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
111.00 | 0015 | $3.740000 | $-394.38 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
176.00 | 0015 | $2.160000 | $-361.15 | ||||||
5202-1-0A |
PIPE, PVC DRAINAGE | FT |
72.00 | 0015 | $1.230000 | $-84.13 | ||||||
4003-2-0A |
STEEL REINUN 615GR60 | LB |
13,942.37 | 0016 | $0.315350 | $-4,176.89 | ||||||
4003-1-0A |
STEEL REINUN 615GR60 | LB |
8,582.00 | 0016 | $0.315350 | $-2,571.02 | ||||||
5141-1-0A |
PIPE, PVC DRAINAGE | FT |
192.00 | 0016 | $5.870000 | $-1,070.69 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
160.00 | 0016 | $2.160000 | $-328.32 | ||||||
5202-1-0A |
PIPE, PVC DRAINAGE | FT |
53.00 | 0016 | $1.230000 | $-61.93 | ||||||
4003-2-0A |
STEEL REINUN 615GR60 | LB |
2,754.63 | 0017 | $0.315350 | $-825.24 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
25.00 | 0018 | $3.740000 | $-88.82 | ||||||
5202-1-0A |
PIPE, PVC DRAINAGE | FT |
8.00 | 0018 | $1.230000 | $-9.35 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
125.50 | 0019 | $2.160000 | $-257.53 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
126.00 | 0020 | $2.160000 | $-258.55 | ||||||
5202-1-0A |
PIPE, PVC DRAINAGE | FT |
9.00 | 0020 | $1.230000 | $-10.52 | ||||||
4010-1-0A |
PILES | LF |
359.18 | 0025 | $22.370000 | $-7,633.11 | ||||||
4010-1-0A |
PILES | LF |
191.82 | 0026 | $22.370000 | $-4,076.46 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
240.00 | 0027 | $3.740000 | $-852.72 | ||||||
4010-1-0A |
PILES | LF |
54.47 | 0028 | $22.370000 | $-1,157.57 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
12.00 | 0028 | $3.740000 | $-42.64 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
14.00 | 0028 | $2.160000 | $-28.73 | ||||||
4002-1-0A |
STAY IN PL FORMS | SQFT |
75.00 | 0031 | $0.923570 | $-65.80 | ||||||
4004-5-0A |
STEEL REINCO 615GR60 | LB |
19,239.00 | 0031 | $0.341320 | $-6,238.33 | ||||||
4004-4-0A |
STEEL REINCO 615GR60 | LB |
19,239.00 | 0031 | $0.341320 | $-6,238.32 | ||||||
4004-3-0A |
STEEL REINCO 615GR60 | LB |
19,239.00 | 0031 | $0.341320 | $-6,238.32 | ||||||
4004-2-0A |
STEEL REINCO 615GR60 | LB |
19,239.00 | 0031 | $0.341320 | $-6,238.32 | ||||||
4004-1-0A |
STEEL REINCO 615GR60 | LB |
19,239.00 | 0031 | $0.341320 | $-6,238.32 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
12.00 | 0031 | $3.740000 | $-42.64 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
-176.00 | 0031 | $2.160000 | $361.15 | ||||||
4002-1-0A |
STAY IN PL FORMS | SQFT |
74.00 | 0032 | $0.923570 | $-64.93 | ||||||
4004-5-0A |
STEEL REINCO 615GR60 | LB |
18,983.00 | 0032 | $0.341320 | $-6,155.32 | ||||||
4004-4-0A |
STEEL REINCO 615GR60 | LB |
18,983.00 | 0032 | $0.341320 | $-6,155.31 | ||||||
4004-3-0A |
STEEL REINCO 615GR60 | LB |
18,983.00 | 0032 | $0.341320 | $-6,155.31 | ||||||
4004-2-0A |
STEEL REINCO 615GR60 | LB |
18,983.00 | 0032 | $0.341320 | $-6,155.31 | ||||||
4004-1-0A |
STEEL REINCO 615GR60 | LB |
18,983.00 | 0032 | $0.341320 | $-6,155.31 | ||||||
4002-1-0A |
STAY IN PL FORMS | SQFT |
140.00 | 0033 | $0.923570 | $-122.83 | ||||||
4004-5-0A |
STEEL REINCO 615GR60 | LB |
8,541.00 | 0033 | $0.341320 | $-2,769.46 | ||||||
4004-4-0A |
STEEL REINCO 615GR60 | LB |
2,075.00 | 0033 | $0.341320 | $-672.83 | ||||||
4004-3-0A |
STEEL REINCO 615GR60 | LB |
10,147.00 | 0033 | $0.341320 | $-3,290.20 | ||||||
4004-2-0A |
STEEL REINCO 615GR60 | LB |
9,557.00 | 0033 | $0.341320 | $-3,098.90 | ||||||
4004-1-0A |
STEEL REINCO 615GR60 | LB |
3,158.00 | 0033 | $0.341320 | $-1,023.99 | ||||||
4002-1-0A |
STAY IN PL FORMS | SQFT |
468.00 | 0034 | $0.923570 | $-410.62 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
73.00 | 0034 | $3.740000 | $-259.37 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
722.00 | 0035 | $3.740000 | $-2,565.27 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
26.00 | 0036 | $3.740000 | $-92.38 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
219.00 | 0036 | $2.160000 | $-449.39 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
429.00 | 0037 | $2.160000 | $-880.31 | ||||||
5202-1-0A |
PIPE, PVC DRAINAGE | FT |
25.00 | 0037 | $1.230000 | $-29.21 | ||||||
5201-1-0A |
PIPE, PVC DRAINAGE | FT |
153.50 | 0038 | $2.160000 | $-314.98 | ||||||
5202-1-0A |
PIPE, PVC DRAINAGE | FT |
56.00 | 0038 | $1.230000 | $-65.44 | ||||||
5105-1-0A |
PIPE, PVC DRAINAGE | FT |
277.00 | 0046 | $3.740000 | $-984.18 | ||||||
4002-0-0A |
CONCRETE-CLASS AA |
|
0.00 | 0047 | $ | $9,390.00 | ||||||
4010-0-0A |
PILES-STEEL HP12X53 |
|
0.00 | 0047 | $ | $10,467.01 | ||||||
4002-0-0A |
CONCRETE-CLASS AA |
|
0.00 | 0053 | $ | $-9,390.72 | ||||||
4002-10C |
STAY IN PL FORMS | SQFT |
0.00 | 0047 | $0.877391 | $-9,390.72 | ||||||
4010-10C |
PILES | LF |
0.00 | 0047 | $21.251503 | $-10,467.01 | ||||||
| SUBTOT | $-0.74 |
|||||||||||