|
Report_Id: 101321 Est NO 0032 |
Date:01/11/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101321 | Estimate Number | 0032 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01320) Guess, Jonathan D. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC JV WITH HAYDON BRIDGE COMPANY INC | ADDR SN 0 VC Code VC0000189268 | |||||
| 1355 KEAVY RD | |||||||
| LONDON , KY , 40744 | |||||||
| Pay Period | 12/02/2011 TO 12/15/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE07000601099 | ||||||
| Project No. | BRO 0601 (159), BRO 0601 (159) | ||||||
| Primary County | MCCRACKEN | ||||||
| Name of Road | PADUCAH-SMITHLAND ROAD (US60) | ||||||
| Description | CONSTRUCT BRIDGE AND APPROACHES OVER TENNESSEE RIVER | ||||||
| Date Let | 07/30/2010 | Formal Acceptance | |||||
| Date Awarded | 08/10/2010 | Date Work Began | 09/06/2010 | ||||
| Date Contract Executed | 08/26/2010 | Open To Traffic | |||||
| Date NTP Issued | 08/26/2010 | Actual Completion Date | |||||
| Current Contract Amount | $67,233,339.02 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $66,364,228.25 |
Total Earnings | $31,446,998.09 |
$30,779,381.85 |
$667,616.24 |
|
| Percent Complete | 51.65 |
Stockpiled Materials | $3,280,158.43 |
$3,282,201.27 |
$-2,042.84 |
|
| Funds Available | $32,506,182.50 |
Gross Earnings | $34,727,156.52 |
$34,061,583.12 |
$665,573.40 |
|
| Total Change Orders | $869,110.77 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $34,727,156.52 |
$34,061,583.12 |
$665,573.40 |
|||
| Contract Id | 101321 | Change Order Summary |
County | MCCRACKEN | ||||||
| Estimate Nbr | 0032 | Project Number | BRO 0601 (159), BRO 0601 (159) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC JV WITH HAYDON BRIDGE COMPANY INC | Period | 12/02/2011 TO 12/15/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Struct. Steel Mods; Addl. Signs; Estbl. Addl. Items-Rdwy/Brg | Approved | 06/09/2011 | $96,516.72 | 0.0 | |||||
| 002 | Structural Steel Modifications; Time Adjustment | Approved | 09/09/2011 | $772,594.05 | 50.0 | |||||
| 003 | Stockpile and other Adjustments | Approved | 10/06/2011 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 101321 | COMMONWEALTH OF KENTUCKY |
County | MCCRACKEN | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07000601099 | ||||||
| Estimate Nbr | 0032 | Period | 12/02/2011 TO 12/15/2011 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC JV WITH HAYDON BRIDGE COMPANY INC | |||||||||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | 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 | |
| 1001 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 853.00 | 853.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1002 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,187.00 | 1,187.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1003 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,378.00 | 2,378.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1004 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,313.00 | 1,313.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1005 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 9,455.00 | 9,455.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1006 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 3,580.00 | 3,580.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1007 | TRAFFIC BOUND BASE | 00020 | TON | 175.00 | 175.000 | 0.000 | 0.000 | 19.93 | 0.00 | |||
| 1008 | DGA BASE | 00001 | TON | 19,656.00 | 19,656.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 1009 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 24,868.00 | 24,868.000 | 0.000 | 0.000 | 2.42 | 0.00 | |||
| 1010 | CEMENT | 02542 | TON | 487.00 | 487.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 1011 | ASPHALT CURING SEAL | 00358 | TON | 39.00 | 39.000 | 0.000 | 0.000 | 625.75 | 0.00 | |||
| 1012 | SAND FOR BLOTTER | 02702 | TON | 62.00 | 62.000 | 0.000 | 0.000 | 40.23 | 0.00 | |||
| 1013 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 873.83 | 0.00 | |||
| 1014 | ASPHALT SEAL AGGREGATE | 00100 | TON | 108.00 | 108.000 | 0.000 | 0.000 | 75.82 | 0.00 | |||
| 1015 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 36,586.00 | 36,586.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0002 ROADWAY | |||||||
| 2001 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 2002 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 2003 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 537.34 | 0.00 | |||
| 2004 | TEMP DITCH | 02159 | LF | 4,900.00 | 4,900.000 | 0.000 | 0.000 | 0.81 | 0.00 | |||
| 2005 | CLEAN TEMP DITCH | 02160 | LF | 4,900.00 | 4,900.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 2006 | GRANULAR EMBANKMENT | 02223 | CUYD | 5,919.00 | 5,919.000 | 4,497.000 | 4,497.000 | 26.16 | 117,641.52 | |||
| 2007 | EMBANKMENT IN PLACE | 02230 | CUYD | 106,897.00 | 106,897.000 | 96,654.000 | 96,654.000 | 4.50 | 434,943.00 | |||
| 2008 | WATER | 02242 | MGAL | 300.00 | 300.000 | 0.000 | 0.000 | 2.93 | 0.00 | |||
| 2009 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 6,134.00 | 6,134.000 | 0.000 | 0.000 | 4.30 | 0.00 | |||
| 2010 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,350.00 | 3,350.000 | 0.000 | 0.000 | 17.44 | 0.00 | |||
| 2011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 2012 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 2013 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,156.00 | 0.00 | |||
| 2014 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 2015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,550.00 | 0.00 | |||
| 2016 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 2017 | WITNESS POST | 02432 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 2018 | CHANNEL LINING CLASS II | 02483 | TON | 147.00 | 147.000 | 259.780 | 259.780 | 19.20 | 4,987.77 | |||
| 2019 | CHANNEL LINING CLASS III | 02484 | TON | 11,359.00 | 11,359.000 | 17,507.500 | 17,507.500 | 16.79 | 293,950.92 | |||
| 2020 | CLEARING AND GRUBBING 33 ACRES - LIVINGSTON COUNTY | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 2021 | SIGNS | 02562 | SQFT | 63.00 | 240.000 | 177.000 | 177.000 | 14.64 | 2,591.28 | |||
| 2022 | OBJECT MARKER TYPE 2 | 02565 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 2023 | EDGE KEY | 02585 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 2024 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,170.00 | 1,170.000 | 0.000 | 0.000 | 1.74 | 0.00 | |||
| 2025 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 18,690.00 | 18,690.000 | 26,444.500 | 26,444.500 | 1.05 | 27,766.72 | |||
| 2026 | MAINTAIN & CONTROL TRAFFIC LIVINGSTON COUNTY | 02650 | LS | 1.00 | 1.000 | 0.150 | 0.250 | 0.400 | 40,000.00 | 6,000.00 | 16,000.00 | |
| 2027 | TEMP SILT FENCE | 02701 | LF | 4,900.00 | 4,900.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 2028 | SILT TRAP TYPE A | 02703 | EACH | 70.00 | 70.000 | 6.000 | 6.000 | 186.32 | 1,117.92 | |||
| 2029 | SILT TRAP TYPE B | 02704 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 367.41 | 0.00 | |||
| 2030 | SILT TRAP TYPE C | 02705 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 266.19 | 0.00 | |||
| 2031 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 186.32 | 0.00 | |||
| 2032 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 115.67 | 0.00 | |||
| 2033 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 112.57 | 0.00 | |||
| 2034 | CLEAN TEMP SILT FENCE | 02709 | LF | 9,800.00 | 9,800.000 | 0.000 | 0.000 | 0.57 | 0.00 | |||
| 2035 | STAKING LIVINGSTON COUNTY | 02726 | LS | 1.00 | 1.000 | 0.150 | 0.250 | 0.400 | 60,000.00 | 9,000.00 | 24,000.00 | |
| 2036 | TUBULAR MARKERS | 03225 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 2037 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,337.00 | 6,337.000 | 6,630.800 | 6,630.800 | 1.00 | 6,630.80 | |||
| 2038 | TEMP MULCH | 05952 | SQYD | 169,013.00 | 169,013.000 | 2,904.000 | 2,904.000 | 0.15 | 435.60 | |||
| 2039 | SEEDING AND PROTECTION | 05985 | SQYD | 118,677.00 | 118,677.000 | 21,634.800 | 21,634.800 | 0.28 | 6,057.74 | |||
| 2040 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 11,356.00 | 11,356.000 | 4,356.000 | 4,356.000 | 0.20 | 871.20 | |||
| 2041 | STEEL POST TYPE 1 | 06410 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 8.65 | 0.00 | |||
| 2042 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 13,932.00 | 13,932.000 | 0.000 | 0.000 | 2.96 | 0.00 | |||
| 2043 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 13,932.00 | 13,932.000 | 0.000 | 0.000 | 2.96 | 0.00 | |||
| 2044 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 2045 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 71.00 | 71.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 2046 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 2047 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 2048 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,093.00 | 3,093.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 2049 | CONCRETE-CLASS A | 08100 | CUYD | 3.51 | 3.510 | 0.000 | 0.000 | 498.58 | 0.00 | |||
| 2050 | STEEL REINFORCEMENT | 08150 | LB | 163.00 | 163.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 2051 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 2052 | FUEL ADJUSTMENT | 10020NS | DOLL | 44,764.00 | 44,764.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2053 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 54.00 | 54.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 2055 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 2057 | CONC MEDIAN BARRIER WALL TY 14C | 23877EC | LF | 478.50 | 478.500 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 2058 | CONSTRUCTION TRAILER | 21325ND | LS | 1.00 | 1.000 | 0.150 | 0.250 | 0.400 | 100,000.00 | 15,000.00 | 40,000.00 | |
| 2060 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 15,000.00 | 7,500.00 | |||
| 8501 | GRANULAR PILE CORE Abutment #2 | 20209EP69 | CUYD | 0.00 | 150.000 | 150.000 | 150.000 | 65.10 | 9,765.00 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0003 DRAINAGE | |||||||
| 3001 | ENTRANCE PIPE-18 IN | 00441 | LF | 37.00 | 37.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 3002 | CULVERT PIPE-18 IN | 00462 | LF | 152.00 | 152.000 | 152.000 | 152.000 | 46.15 | 7,014.80 | |||
| 3003 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,811.65 | 0.00 | |||
| 3004 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 3,253.21 | 1,626.60 | |||
| 3005 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 3,253.21 | 1,626.60 | |||
| 3006 | CHANNEL LINING CLASS II | 02483 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 3007 | CHANNEL LINING CLASS III | 02484 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 3008 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 263.00 | 263.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 3010 | PERFORATED PIPE-4 IN | 01000 | LF | 6,835.00 | 6,835.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 3011 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 548.00 | 548.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 3012 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 3013 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 3014 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 3015 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 725.00 | 0.00 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0004 BRIDGE | |||||||
| 4001 | CONCRETE-CLASS A | 08100 | CUYD | 8,898.50 | 8,898.500 | 84.500 | 6,376.000 | 6,460.500 | 340.00 | 28,730.00 | 2,196,570.00 | |
| 4002 | CONCRETE-CLASS AA | 08104 | CUYD | 4,590.20 | 4,590.200 | 30.800 | 52.400 | 83.200 | 483.50 | 14,891.80 | 40,227.20 | |
| 4003 | STEEL REINFORCEMENT | 08150 | LB | 975,111.00 | 975,111.000 | 11,332.000 | 678,990.000 | 690,322.000 | 0.88 | 9,972.16 | 607,483.36 | |
| 4004 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,492,367.00 | 1,492,367.000 | 10,014.130 | 12,247.000 | 22,261.130 | 0.92 | 9,212.99 | 20,480.23 | |
| 4005 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 8,711.00 | 8,711.000 | 7,000.000 | 7,000.000 | 13.75 | 96,250.00 | |||
| 4006 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,348.00 | 2,348.000 | 579.440 | 579.440 | 26.00 | 15,065.44 | |||
| 4007 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 154.00 | 154.000 | 0.000 | 0.000 | 67.50 | 0.00 | |||
| 4008 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 571.00 | 571.000 | 295.000 | 295.000 | 36.00 | 10,620.00 | |||
| 4009 | MASONRY COATING | 02998 | SQYD | 17,625.00 | 17,625.000 | 1,114.000 | 1,114.000 | 8.50 | 9,469.00 | |||
| 4010 | PILES-STEEL HP14X73 | 08050 | LF | 39,811.00 | 39,811.000 | 37,343.130 | 37,343.130 | 49.15 | 1,835,414.83 | |||
| 4011 | TEST PILES | 08033 | LF | 1,986.00 | 1,986.000 | 1,998.650 | 1,998.650 | 68.00 | 135,908.20 | |||
| 4012 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 57.85 | 0.00 | |||
| 4013 | RAIL SYSTEM TYPE III | 21532ED | LF | 3,824.20 | 3,824.200 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 4014 | BICYCLE RAIL | 23849EC | LF | 3,824.20 | 3,824.200 | 0.000 | 0.000 | 66.50 | 0.00 | |||
| 4015 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 4016 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 5,816.70 | 5,816.700 | 0.000 | 0.000 | 264.00 | 0.00 | |||
| 4017 | PRECAST PC I BEAM TYPE 8 | 08638 | LF | 9,107.00 | 9,107.000 | 5,715.710 | 5,715.710 | 295.00 | 1,686,134.45 | |||
| 4018 | INSTALL CATV CONDUIT-4 IN DRAWING 26357 | 23850EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,500.00 | 0.00 | |||
| 4019 | INSTALL TELEPHONE CONDUIT-4 IN DRAWING 26357 | 23851EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,500.00 | 0.00 | |||
| 4020 | INSTALL LIGHTING CONDUIT-3 IN DRAWING 26357 | 23852EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 29,500.00 | 0.00 | |||
| 4021 | DYNAMIC PILE TESTING | 23233EC | EACH | 52.00 | 52.000 | 40.000 | 40.000 | 500.00 | 20,000.00 | |||
| 4022 | DRAIN ASSEMBLY | 20154ND | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0005 WEB CAMERA CONSTRUCTION MONITORING SYSTEM | |||||||
| 5001 | WEB CAMERA CONST MONITORING SYSTEM | 23912EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 34,560.24 | 34,560.24 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0006 NAVIGATION LIGHTING | |||||||
| 6001 | SOLAR POWERED NAV LIGHTING SYSTEM | 23366EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 54,339.77 | 0.00 | |||
| 6002 | LIGHTING-NAV MONITORING SYSTEM | 23365EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,046.30 | 0.00 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0007 SIGNING | |||||||
| 7001 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 178.00 | 178.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 7002 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 79.00 | 79.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 7003 | STEEL POST TYPE 2 | 06411 | LF | 362.00 | 362.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 8001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,956,258.67 | 2,956,258.67 | |||
| 8002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 931,221.48 | 0.00 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0009 LIGHTING | |||||||
| 9001 | POLE 40 FT MTG HT | 04701 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 1,782.44 | 0.00 | |||
| 9002 | BRACKET 8 FT | 04722 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 717.89 | 0.00 | |||
| 9003 | BRACKET 12 FT | 04724 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 716.23 | 0.00 | |||
| 9004 | BRACKET 15 FT | 04725 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 716.42 | 0.00 | |||
| 9005 | BRACKET C | 04730 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 397.26 | 0.00 | |||
| 9006 | POLE BASE | 04740 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 848.85 | 0.00 | |||
| 9007 | TRANSFORMER BASE | 04750 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 297.30 | 0.00 | |||
| 9008 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 16,829.98 | 0.00 | |||
| 9009 | HPS LUMINAIRE | 04770 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 330.46 | 0.00 | |||
| 9010 | FUSED CONNECTOR KIT | 04780 | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 68.26 | 0.00 | |||
| 9011 | CONDUIT-1 1/4 IN | 04793 | LF | 4,325.00 | 4,325.000 | 0.000 | 0.000 | 8.65 | 0.00 | |||
| 9012 | CONDUIT-2 IN | 04795 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 14.28 | 0.00 | |||
| 9013 | CONDUIT-3 IN | 04797 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 19.60 | 0.00 | |||
| 9014 | TRENCHING AND BACKFILLING | 04820 | LF | 4,610.00 | 4,610.000 | 0.000 | 0.000 | 4.01 | 0.00 | |||
| 9015 | WIRE-NO. 12 | 04832 | LF | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 9016 | WIRE-NO. 8 | 04833 | LF | 16,430.00 | 16,430.000 | 0.000 | 0.000 | 0.47 | 0.00 | |||
| 9017 | WIRE-NO. 4 | 04835 | LF | 13,205.00 | 13,205.000 | 0.000 | 0.000 | 0.91 | 0.00 | |||
| 9018 | HPS LUMINAIRE 400 WATT | 20993ND | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 838.35 | 0.00 | |||
| 9019 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 570.56 | 0.00 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0041 BRIDGE | |||||||
| 4023 | MASONRY COATING | 02998 | SQYD | 5,372.00 | 5,372.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 4024 | CONCRETE-CLASS A | 08100 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 4025 | CONCRETE-CLASS AA | 08104 | CUYD | 3,662.00 | 3,662.000 | 0.000 | 0.000 | 483.50 | 0.00 | |||
| 4026 | STEEL REINFORCEMENT | 08150 | LB | 1,300.00 | 1,300.000 | 0.000 | 0.000 | 0.88 | 0.00 | |||
| 4027 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,463,560.00 | 1,463,560.000 | 0.000 | 0.000 | 0.92 | 0.00 | |||
| 4028 | STRUCTURAL STEEL 15,316,000 LBS. | 08160 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 33,600,000.00 | 0.00 | |||
| 4029 | SHEAR CONNECTORS 39,200 | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 151,500.00 | 0.00 | |||
| 4030 | PAINT CLEARANCE GAUGES | 08752 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 4031 | DRAIN PIPE-6 IN | 08820 | LF | 550.00 | 550.000 | 0.000 | 0.000 | 212.00 | 0.00 | |||
| 4032 | RAIL SYSTEM TYPE III | 21532ED | LF | 3,605.00 | 3,605.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 4033 | BICYCLE RAIL | 23849EC | LF | 3,605.00 | 3,605.000 | 0.000 | 0.000 | 66.50 | 0.00 | |||
| 4034 | INSTALL CATV CONDUIT-4 IN DRAWING 26553 | 23850EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 47,000.00 | 0.00 | |||
| 4035 | INSTALL TELEPHONE CONDUIT-4 IN DRAWING 26553 | 23851EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 47,000.00 | 0.00 | |||
| 4036 | INSTALL LIGHTING CONDUIT-3 IN DRAWING 26553 | 23852EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 4038 | STRINGER BEARINGS-FIXED (REVISED: 7-2-10) | 23855EC | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 1,915.00 | 0.00 | |||
| 4039 | STRINGER BEARINGS-EXPANSION (REVISED: 7-2-10) | 23856EC | EACH | 206.00 | 206.000 | 0.000 | 0.000 | 4,165.00 | 0.00 | |||
| 4040 | SEISMIC BEARING ASSEMBLY-TY I | 23857EC | EACH | 4.00 | 4.000 | 0.621 | 0.621 | 130,500.00 | 81,040.50 | |||
| 4041 | SEISMIC BEARING ASSEMBLY-TY II | 23858EC | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 189,000.00 | 378,000.00 | |||
| 4042 | FINGER EXPANSION JOINT | 23859EC | LF | 139.00 | 139.000 | 0.000 | 0.000 | 3,950.00 | 0.00 | |||
| 4043 | ELECTRIC POWER CONDUITS | 23860EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 232,209.05 | 0.00 | |||
| 4044 | BEARING PAD FLOOR BEAM | 23867EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,825.00 | 0.00 | |||
| 4045 | STRUCTURE LIGHTNING PROTECTION | 23868EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 96,349.51 | 0.00 | |||
| 8502 | STRUCTURAL STEEL Change Request 1B through Change Request 19 | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 77,147.91 | 77,147.91 | |||
| 8503 | STRUCTURAL STEEL Change Request 20 through Change Request 25 | 08160 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 54,438.39 | 0.00 | |||
| 8504 | STRUCTURAL STEEL Change Request 11 Revision 3 | 08160 | LS | 0.00 | 1.000 | 0.388 | 0.388 | 718,155.66 | 278,644.39 | |||
| 8505 | STRUCTURAL STEEL PDM (MATERIALS/DELIVERY) | 08160 | LS | 0.00 | 1.000 | 0.025 | 0.675 | 0.700 | 22,384,351.00 | 559,608.77 | 15,669,045.70 | |
| 8506 | STRUCTURAL STEEL PDM (ENGINEERING) | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 500,000.00 | 500,000.00 | |||
| 8507 | STRUCTURAL STEEL MAHAN (ERECTION) | 08160 | LS | 0.00 | 1.000 | 0.242 | 0.242 | 8,530,354.00 | 2,064,345.66 | |||
| 8508 | STRUCTURAL STEEL OLYMPUS (PREP WORK) | 08160 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 1,126,695.00 | 0.00 | |||
| 8509 | STRUCTURAL STEEL OLYMPUS (INTERMEDIATE COAT) | 08160 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 521,300.00 | 0.00 | |||
| 8510 | STRUCTURAL STEEL OLYMPUS (FINISH COAT) | 08160 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 521,300.00 | 0.00 | |||
| 8511 | STRUCTURAL STEEL OLYMPUS (CLEARANCE GAUGES) | 08160 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 8512 | STRUCTURAL STEEL STRUCTURAL STEEL OLYMPUS (TOUCH UP) | 08160 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 8513 | STRUCTURAL STEEL Change Request 26, 27, and 29 | 08160 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 18,913.40 | 0.00 | |||
| Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0042 TRAINEES | |||||||
| 9020 | TRAINEE PAYMENT REIMBURSEMENT 3 IRONWORKER TRAINEES | 02742 | HOUR | 4,200.00 | 4,200.000 | 200.500 | 856.000 | 1,056.500 | 1.00 | 200.50 | 1,056.50 | |
| SUBTOT | $652,616.23 |
$29,723,749.81 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4010-3-0I |
PILES | LF |
600.00 | 0002 | $27.719000 | $15,799.83 | ||||||
4010-2-0I |
PILES | LF |
3,000.00 | 0002 | $27.719000 | $78,999.15 | ||||||
4010-1-0I |
PILES | LF |
2,400.00 | 0002 | $27.719000 | $63,199.32 | ||||||
4003-4-0I |
STEEL REINUN 615GR60 | LB |
20,298.00 | 0004 | $0.392200 | $7,562.83 | ||||||
4003-3-0I |
STEEL REINUN 615GR60 | LB |
39,762.00 | 0004 | $0.392200 | $14,814.92 | ||||||
4003-2-0I |
STEEL REINUN 615GR60 | LB |
41,816.00 | 0004 | $0.392200 | $15,580.22 | ||||||
4003-1-0I |
STEEL REINUN 615GR60 | LB |
39,123.00 | 0004 | $0.392190 | $14,576.83 | ||||||
4004-1-0I |
DOWEL BARS, EP 615 | LB |
1,202.00 | 0004 | $0.455790 | $520.58 | ||||||
4010-4-0I |
PILES | LF |
3,000.00 | 0004 | $28.302000 | $80,660.70 | ||||||
4003-7-0I |
STEEL REINUN 615GR60 | LB |
46,442.00 | 0005 | $0.392190 | $17,303.82 | ||||||
4003-6-0I |
STEEL REINUN 615GR60 | LB |
40,485.00 | 0005 | $0.392200 | $15,084.30 | ||||||
4003-5-0I |
STEEL REINUN 615GR60 | LB |
42,897.00 | 0005 | $0.392190 | $15,982.99 | ||||||
4010-7-0I |
PILES | LB |
3,785.00 | 0005 | $27.719000 | $99,670.59 | ||||||
4010-6-0I |
PILES | LB |
6,000.00 | 0005 | $27.454000 | $156,487.80 | ||||||
4010-5-0I |
PILES | LB |
1,800.00 | 0005 | $28.302000 | $48,396.42 | ||||||
4003-8-0I |
STEEL REINUN 615GR60 | LB |
20,644.00 | 0006 | $0.392200 | $7,691.75 | ||||||
4010-9-0I |
PILES | LF |
1,300.00 | 0006 | $27.326800 | $33,748.59 | ||||||
4010-8-0I |
PILES | LF |
3,800.00 | 0006 | $27.719000 | $100,065.59 | ||||||
4017-1-0I |
I BEAM, TYPE 8 | LF |
4,862.00 | 0006 | $164.840600 | $761,382.25 | ||||||
4003-11-0I |
STEEL REINUN 615GR60 | LB |
48,632.00 | 0007 | $0.392190 | $18,119.79 | ||||||
4003-10-0I |
STEEL REINUN 615GR60 | LB |
49,810.00 | 0007 | $0.392190 | $18,558.70 | ||||||
4003-9-0I |
STEEL REINUN 615GR60 | LB |
48,898.00 | 0007 | $0.392200 | $18,218.91 | ||||||
4028-3-0I |
STEEL, STRUCTURAL | LB |
663,710.00 | 0007 | $0.462160 | $291,406.05 | ||||||
4028-2-0I |
STEEL, STRUCTURAL | LB |
711,185.00 | 0007 | $0.457210 | $308,904.08 | ||||||
4028-1-0I |
STEEL, STRUCTURAL | LB |
2,589,785.00 | 0007 | $0.457790 | $1,126,320.03 | ||||||
4003-13-0I |
STEEL REINUN 615GR60 | LB |
30,174.00 | 0008 | $0.392190 | $11,242.52 | ||||||
4003-12-0I |
STEEL REINUN 615GR60 | LB |
34,921.00 | 0008 | $0.392190 | $13,011.20 | ||||||
4004-2-0I |
STEEL REINCO 615GR60 | LB |
11,161.00 | 0008 | $0.455790 | $4,832.82 | ||||||
4017-2-0I |
I BEAM, TYPE 8 | LF |
4,245.00 | 0008 | $164.840600 | $664,760.93 | ||||||
4003-14-0I |
STEEL REINUN 615GR60 | LB |
23,171.00 | 0009 | $0.392190 | $8,633.27 | ||||||
4010-12-0I |
PILES | LF |
3,120.00 | 0009 | $27.454000 | $81,373.65 | ||||||
4010-11-0I |
PILES | LF |
3,495.00 | 0009 | $27.454000 | $91,154.14 | ||||||
4010-10-0I |
PILES | LF |
630.00 | 0009 | $27.719000 | $16,589.82 | ||||||
4028-5-0I |
STEEL, STRUCTURAL | LB |
226,279.00 | 0009 | $0.841080 | $180,803.42 | ||||||
4028-4-0I |
STEEL, STRUCTURAL | LB |
642,239.00 | 0009 | $0.616970 | $376,434.96 | ||||||
4028-8-0I |
STEEL, STRUCTURAL | LB |
1,567,506.00 | 0010 | $0.550130 | $819,224.15 | ||||||
4028-7-0I |
STEEL, STRUCTURAL | LB |
1,656,640.00 | 0010 | $0.493930 | $777,357.91 | ||||||
4028-6-0I |
STEEL, STRUCTURAL | LB |
275,195.00 | 0010 | $0.571930 | $149,522.95 | ||||||
2009-5-0I |
FENCE, HARDWARE | EACH |
30.00 | 0011 | $60.000000 | $1,710.00 | ||||||
2009-4-0I |
FENCE, HARDWARE | EACH |
10.00 | 0011 | $75.000000 | $712.50 | ||||||
2009-3-0I |
FENCE STUD T | EACH |
800.00 | 0011 | $8.750000 | $6,650.00 | ||||||
2009-2-0I |
FENCE, BARB WIRE A | LF |
9,240.00 | 0011 | $0.037870 | $332.50 | ||||||
2009-1-0I |
FENCE, WOVEN | LF |
9,240.00 | 0011 | $1.098540 | $9,643.03 | ||||||
4010-14-0I |
PILES | LF |
10,200.00 | 0011 | $27.454000 | $266,029.26 | ||||||
4010-13-0I |
PILES | LF |
16,200.00 | 0011 | $27.454000 | $422,517.06 | ||||||
4016-1-0I |
I BEAM TYP 5 | LF |
5,336.40 | 0011 | $137.800000 | $698,588.12 | ||||||
4028-9-0I |
STEEL, STRUCTURAL | LB |
469,737.00 | 0011 | $0.481470 | $214,857.05 | ||||||
4040-1-0I |
ELAST BEARING PAD | EACH |
2.00 | 0011 | $43807.495000 | $83,234.24 | ||||||
4041-1-0I |
ELAST BEARING PAD | EACH |
1.00 | 0011 | $43807.510000 | $41,614.13 | ||||||
4042-1-0I |
STEEL, STRUCTURAL | LF |
139.00 | 0011 | $1467.625890 | $193,800.00 | ||||||
2009-6-0I |
FENCE, WOVEN | LF |
6,134.00 | 0012 | $2.255440 | $13,143.13 | ||||||
4010-15-0I |
PILES | LF |
16,200.00 | 0012 | $27.454000 | $422,517.06 | ||||||
4016-2-0I |
I BEAM TYP 5 | LF |
480.30 | 0012 | $137.800000 | $62,876.07 | ||||||
4028-23-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $100365.630000 | $95,347.34 | ||||||
4028-22-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $48455.250000 | $46,032.48 | ||||||
4028-21-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $10033.750000 | $9,532.06 | ||||||
4028-20-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $783809.570000 | $744,619.09 | ||||||
4028-19-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $350980.380000 | $333,431.36 | ||||||
4028-18-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $226165.320000 | $214,857.05 | ||||||
4028-17-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $862341.220000 | $819,224.15 | ||||||
4028-16-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $818271.490000 | $777,357.91 | ||||||
4028-15-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $157392.580000 | $149,522.95 | ||||||
4028-14-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $190319.390000 | $180,803.42 | ||||||
4028-13-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $396247.330000 | $376,434.96 | ||||||
4028-12-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $306743.220000 | $291,406.05 | ||||||
4028-11-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $325162.190000 | $308,904.08 | ||||||
4028-10-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $1185600.040000 | $1,126,320.03 | ||||||
4038-1-0I |
STEEL, STRUCTURAL | EACH |
26.00 | 0012 | $1715.000000 | $42,360.50 | ||||||
4039-2-0I |
STEEL, STRUCTURAL | EACH |
8.00 | 0012 | $3583.000000 | $27,230.80 | ||||||
4039-1-0I |
STEEL, STRUCTURAL | EACH |
32.00 | 0012 | $4541.000000 | $138,046.40 | ||||||
4040-2-0I |
ELAST BEARING PAD | EACH |
2.00 | 0012 | $43807.495000 | $83,234.24 | ||||||
4041-3-0I |
ELAST BEARING PAD | EACH |
6.00 | 0012 | $43807.500000 | $249,702.75 | ||||||
4041-2-0I |
ELAST BEARING PAD | EACH |
1.00 | 0012 | $43807.510000 | $41,617.13 | ||||||
4010-16-0I |
PILES | LF |
2,340.00 | 0013 | $35.510000 | $78,938.73 | ||||||
4028-24-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0013 | $320200.440000 | $304,190.41 | ||||||
4028-27-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0014 | $1046827.120000 | $994,485.76 | ||||||
4028-26-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0014 | $117504.710000 | $111,629.47 | ||||||
4028-25-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0014 | $23675.000000 | $22,576.75 | ||||||
4038-2-0I |
STEEL, STRUCTURAL | EACH |
53.00 | 0014 | $3583.000000 | $180,404.05 | ||||||
4040-3-0I |
ELAST BEARING PAD | EACH |
4.00 | 0014 | $3425.000000 | $13,015.00 | ||||||
4028-28-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0015 | $553433.620000 | $525,761.93 | ||||||
4022-1-0I |
UTILITY INCIDENTAL | EACH |
6.00 | 0016 | $331.780000 | $1,891.14 | ||||||
4031-1-0I |
PIPE, SLOT. TYPE I | LF |
550.00 | 0016 | $53.960000 | $28,196.00 | ||||||
4038-3-0I |
STEEL, STRUCTURAL | EACH |
40.00 | 0016 | $3583.000000 | $136,154.00 | ||||||
4040-9-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $2466.880000 | $9,374.16 | ||||||
4040-8-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $5124.570000 | $19,473.36 | ||||||
4040-7-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $9692.360000 | $36,830.98 | ||||||
4040-6-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $4846.180000 | $18,415.49 | ||||||
4040-5-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $1557.750000 | $5,919.45 | ||||||
4040-4-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $1727.650000 | $6,565.08 | ||||||
4041-10-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $5124.570000 | $19,473.36 | ||||||
4041-9-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $10307.050000 | $39,166.81 | ||||||
4041-8-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $7381.220000 | $28,048.65 | ||||||
4041-7-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $1842.000000 | $6,999.62 | ||||||
4041-6-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $4846.180000 | $18,415.49 | ||||||
4041-5-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $1557.750000 | $5,919.45 | ||||||
4041-4-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $2441.070000 | $9,276.06 | ||||||
4028-36-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $34958.640000 | $33,210.70 | ||||||
4028-35-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $270889.640000 | $257,345.15 | ||||||
4028-34-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $47954.710000 | $45,556.97 | ||||||
4028-33-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $9470.000000 | $8,996.50 | ||||||
4028-32-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $78375.000000 | $74,456.25 | ||||||
4028-31-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $56000.000000 | $53,200.00 | ||||||
4028-30-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $12522.500000 | $11,896.37 | ||||||
4028-29-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $22695.790000 | $21,561.00 | ||||||
4028-40-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0018 | $78375.000000 | $74,456.25 | ||||||
4028-39-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0018 | $169077.980000 | $160,624.08 | ||||||
4028-38-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0018 | $151280.430000 | $143,716.40 | ||||||
4028-37-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0018 | $190394.970000 | $180,875.22 | ||||||
4038-4-0I |
STEEL, STRUCTURAL | EACH |
15.00 | 0018 | $3583.000000 | $51,057.75 | ||||||
4028-41-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0019 | $303832.090000 | $288,640.48 | ||||||
4028-45-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0020 | $108332.060000 | $102,915.45 | ||||||
4028-44-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0020 | $67133.860000 | $63,777.16 | ||||||
4028-43-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0020 | $212483.400000 | $201,859.23 | ||||||
4028-42-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0020 | $213491.080000 | $202,816.52 | ||||||
4039-6-0I |
STEEL, STRUCTURAL | EACH |
15.00 | 0020 | $3583.000000 | $51,057.75 | ||||||
4039-5-0I |
STEEL, STRUCTURAL | EACH |
53.00 | 0020 | $3583.000000 | $180,404.05 | ||||||
4039-4-0I |
STEEL, STRUCTURAL | EACH |
50.00 | 0020 | $3583.000000 | $136,154.00 | ||||||
4039-3-0I |
STEEL, STRUCTURAL | EACH |
20.00 | 0020 | $3583.000000 | $68,077.00 | ||||||
4028-50-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $80243.550000 | $76,231.37 | ||||||
4028-49-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $54631.960000 | $51,900.36 | ||||||
4028-48-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $112744.440000 | $107,107.22 | ||||||
4028-47-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $39614.710000 | $37,633.97 | ||||||
4028-46-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $309574.090000 | $294,095.39 | ||||||
4039-8-0I |
STEEL, STRUCTURAL | EACH |
10.00 | 0021 | $3583.000000 | $34,038.50 | ||||||
4039-7-0I |
STEEL, STRUCTURAL | EACH |
40.00 | 0021 | $3583.000000 | $136,154.00 | ||||||
4028-52-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0022 | $82055.340000 | $77,952.57 | ||||||
4028-51-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0022 | $489383.390000 | $464,914.22 | ||||||
4003-15-0I |
STEEL REINUN 615GR60 | LB |
37,623.00 | 0023 | $0.392200 | $14,017.95 | ||||||
4028-57-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $298064.950000 | $283,161.70 | ||||||
4028-56-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $90975.720000 | $86,426.93 | ||||||
4028-55-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $4814.610000 | $4,573.88 | ||||||
4028-54-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $9486.840000 | $9,012.50 | ||||||
4028-53-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $137590.650000 | $130,711.12 | ||||||
4028-59-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0025 | $123959.160000 | $117,761.20 | ||||||
4028-58-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0025 | $205817.200000 | $195,526.34 | ||||||
4003-17-0I |
STEEL REINUN 615GR60 | LB |
35,959.00 | 0027 | $0.392200 | $13,397.96 | ||||||
4003-16-0I |
STEEL REINUN 615GR60 | LB |
24,916.00 | 0027 | $0.392200 | $9,283.46 | ||||||
4010-18-0I |
PILES | LF |
2,340.00 | 0027 | $35.510000 | $78,938.73 | ||||||
4010-17-0I |
PILES | LF |
16,200.00 | 0027 | $27.454000 | $422,517.06 | ||||||
8505-2-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0027 | $4311685.990000 | $4,096,101.69 | ||||||
8505-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0027 | $8633317.740000 | $8,201,651.85 | ||||||
4039-9-0I |
STEEL, STRUCTURAL | EACH |
28.00 | 0028 | $3583.000000 | $95,307.80 | ||||||
4014-1-0I |
BICYCLE RAIL | LF |
3,765.00 | 0029 | $37.467000 | $134,010.94 | ||||||
4033-1-0I |
BICYCLE RAIL | LF |
1,800.00 | 0029 | $37.476000 | $64,083.58 | ||||||
4042-2-0I |
STEEL, STRUCTURAL | LF |
139.00 | 0029 | $612.874000 | $80,930.03 | ||||||
6001-1-0I |
TRAFFIC INCIDENTAL | LS |
1.00 | 0029 | $8300.000000 | $7,885.00 | ||||||
4002-1-0I |
STAY IN PL FORMS | CUYD |
1,200.00 | 0030 | $69.816880 | $79,591.25 | ||||||
4015-1-0I |
EXPANSION JOINT SEAL | LF |
64.00 | 0030 | $155.870000 | $9,476.90 | ||||||
4017-3-0I |
I BEAM, TYPE 8 | LF |
9,107.00 | 0030 | $164.840600 | $1,426,143.18 | ||||||
4010-2-0A |
PILES | LF |
50.25 | 0002 | $27.719000 | $-1,323.24 | ||||||
4010-1-0A |
PILES | LF |
50.25 | 0002 | $27.719000 | $-1,323.24 | ||||||
4010-3-0A |
PILES | LF |
50.25 | 0002 | $27.719000 | $-1,323.24 | ||||||
4010-3-0A |
PILES | LF |
549.75 | 0003 | $27.719000 | $-14,476.59 | ||||||
4010-2-0A |
PILES | LF |
2,949.75 | 0003 | $27.719000 | $-77,675.91 | ||||||
4010-1-0A |
PILES | LF |
2,349.75 | 0003 | $27.719000 | $-61,876.08 | ||||||
4010-4-0A |
PILES | LF |
3,000.00 | 0004 | $28.302000 | $-80,660.70 | ||||||
4003-7-0A |
STEEL REINUN 615GR60 | LB |
46,442.00 | 0005 | $0.392190 | $-17,303.82 | ||||||
4003-6-0A |
STEEL REINUN 615GR60 | LB |
40,485.00 | 0005 | $0.392200 | $-15,084.30 | ||||||
4003-5-0A |
STEEL REINUN 615GR60 | LB |
42,897.00 | 0005 | $0.392190 | $-15,982.99 | ||||||
4003-4-0A |
STEEL REINUN 615GR60 | LB |
20,298.00 | 0005 | $0.392200 | $-7,562.83 | ||||||
4003-3-0A |
STEEL REINUN 615GR60 | LB |
39,762.00 | 0005 | $0.392200 | $-14,814.92 | ||||||
4003-2-0A |
STEEL REINUN 615GR60 | LB |
41,816.00 | 0005 | $0.392200 | $-15,580.22 | ||||||
4003-1-0A |
STEEL REINUN 615GR60 | LB |
39,123.00 | 0005 | $0.392190 | $-14,576.83 | ||||||
4010-6-0A |
PILES | LB |
3,909.99 | 0005 | $27.454000 | $-101,977.62 | ||||||
4010-5-0A |
PILES | LB |
1,800.00 | 0005 | $28.302000 | $-48,396.42 | ||||||
4010-7-0A |
PILES | LB |
3,785.00 | 0005 | $27.719000 | $-99,670.59 | ||||||
4003-8-0A |
STEEL REINUN 615GR60 | LB |
20,644.00 | 0006 | $0.392200 | $-7,691.75 | ||||||
4010-9-0A |
PILES | LF |
1,300.00 | 0006 | $27.326800 | $-33,748.59 | ||||||
4010-8-0A |
PILES | LF |
3,800.00 | 0006 | $27.719000 | $-100,065.59 | ||||||
4010-6-0A |
PILES | LB |
2,090.01 | 0006 | $27.454000 | $-54,510.18 | ||||||
4003-10-0A |
STEEL REINUN 615GR60 | LB |
49,810.00 | 0007 | $0.392190 | $-18,558.70 | ||||||
4003-11-0A |
STEEL REINUN 615GR60 | LB |
48,632.00 | 0007 | $0.392190 | $-18,119.79 | ||||||
4003-9-0A |
STEEL REINUN 615GR60 | LB |
48,898.00 | 0007 | $0.392200 | $-18,218.91 | ||||||
4003-13-0A |
STEEL REINUN 615GR60 | LB |
30,174.00 | 0008 | $0.392190 | $-11,242.52 | ||||||
4003-12-0A |
STEEL REINUN 615GR60 | LB |
34,921.00 | 0008 | $0.392190 | $-13,011.20 | ||||||
4003-14-0A |
STEEL REINUN 615GR60 | LB |
9,720.95 | 0009 | $0.392190 | $-3,621.92 | ||||||
4010-12-0A |
PILES | LF |
3,120.00 | 0009 | $27.454000 | $-81,373.65 | ||||||
4010-11-0A |
PILES | LF |
3,495.00 | 0009 | $27.454000 | $-91,154.14 | ||||||
4010-10-0A |
PILES | LF |
630.00 | 0009 | $27.719000 | $-16,589.82 | ||||||
4028-4-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.616970 | $0.00 | ||||||
4028-3-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.462160 | $0.00 | ||||||
4028-5-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.841080 | $0.00 | ||||||
4028-2-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.457210 | $0.00 | ||||||
4028-1-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.457790 | $0.00 | ||||||
4003-14-0A |
STEEL REINUN 615GR60 | LB |
13,450.05 | 0010 | $0.392190 | $-5,011.35 | ||||||
4028-2-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.457210 | $0.00 | ||||||
4028-1-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.457790 | $0.00 | ||||||
4028-9-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.481470 | $0.00 | ||||||
4028-8-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.550130 | $0.00 | ||||||
4028-7-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.493930 | $0.00 | ||||||
4028-6-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.571930 | $0.00 | ||||||
4028-5-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.841080 | $0.00 | ||||||
4028-4-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.616970 | $0.00 | ||||||
4028-3-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.462160 | $0.00 | ||||||
4003-15-0A |
STEEL REINUN 615GR60 | LB |
37,623.00 | 0023 | $0.392200 | $-14,017.95 | ||||||
4041-9-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $10307.050000 | $-17,230.65 | ||||||
4041-10-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $5124.570000 | $-8,566.92 | ||||||
4041-8-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $7381.220000 | $-12,339.44 | ||||||
4041-7-0A |
ELAST BEARING PAD | EACH |
1.57 | 0024 | $1842.000000 | $-2,749.10 | ||||||
4041-6-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $4846.180000 | $-8,101.53 | ||||||
4041-5-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $1557.750000 | $-2,604.14 | ||||||
4041-4-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $2441.070000 | $-4,080.82 | ||||||
4041-3-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $43807.500000 | $-73,234.49 | ||||||
4041-2-0A |
ELAST BEARING PAD | EACH |
1.00 | 0024 | $43807.510000 | $-41,617.13 | ||||||
4003-17-0A |
STEEL REINUN 615GR60 | LB |
35,959.00 | 0027 | $0.392200 | $-13,397.96 | ||||||
4003-16-0A |
STEEL REINUN 615GR60 | LB |
24,916.00 | 0027 | $0.392200 | $-9,283.46 | ||||||
4010-18-0A |
PILES | LF |
2,340.00 | 0027 | $35.510000 | $-78,938.73 | ||||||
4010-17-0A |
PILES | LF |
3,013.97 | 0027 | $27.454000 | $-78,608.26 | ||||||
4010-14-0A |
PILES | LF |
3,013.97 | 0027 | $27.454000 | $-78,608.26 | ||||||
4004-2-0A |
STEEL REINCO 615GR60 | LB |
7,090.00 | 0028 | $0.455790 | $-3,070.04 | ||||||
4004-1-0A |
DOWEL BARS, EP 615 | LB |
1,202.00 | 0028 | $0.455790 | $-520.58 | ||||||
4010-17-0A |
PILES | LF |
7,173.27 | 0028 | $27.454000 | $-187,088.21 | ||||||
4010-14-0A |
PILES | LF |
7,173.27 | 0028 | $27.454000 | $-187,088.21 | ||||||
4004-2-0A |
STEEL REINCO 615GR60 | LB |
4,071.00 | 0029 | $0.455790 | $-1,762.78 | ||||||
4017-3-0A |
I BEAM, TYPE 8 | LF |
5,715.71 | 0030 | $164.840600 | $-895,072.01 | ||||||
4002-1-0A |
STAY IN PL FORMS | CUYD |
30.80 | 0032 | $69.816880 | -2,042.84 | $-2,042.84 | |||||
2009-10C |
FENCE, WOVEN | LF |
0.00 | 0012 | $1.043618 | $-9,643.03 | ||||||
2009-20C |
FENCE, BARB WIRE A | LF |
0.00 | 0012 | $0.035985 | $-332.50 | ||||||
2009-30C |
FENCE STUD T | EACH |
0.00 | 0012 | $8.312500 | $-6,650.00 | ||||||
2009-40C |
FENCE, HARDWARE | EACH |
0.00 | 0012 | $71.250000 | $-712.50 | ||||||
2009-50C |
FENCE, HARDWARE | EACH |
0.00 | 0012 | $57.000000 | $-1,710.00 | ||||||
4010-130C |
PILES | LF |
0.00 | 0012 | $26.081300 | $-422,517.06 | ||||||
4028-10C |
STEEL, STRUCTURAL | LB |
0.00 | 0012 | $0.434909 | $-1,126,320.03 | ||||||
4028-20C |
STEEL, STRUCTURAL | LB |
0.00 | 0012 | $0.434351 | $-308,904.08 | ||||||
4028-30C |
STEEL, STRUCTURAL | LB |
0.00 | 0012 | $0.439056 | $-291,406.05 | ||||||
4028-40C |
STEEL, STRUCTURAL | LB |
0.00 | 0012 | $0.586129 | $-376,434.96 | ||||||
4028-50C |
STEEL, STRUCTURAL | LB |
0.00 | 0012 | $0.799029 | $-180,803.42 | ||||||
4028-60C |
STEEL, STRUCTURAL | LB |
0.00 | 0012 | $0.543335 | $-149,522.95 | ||||||
4028-70C |
STEEL, STRUCTURAL | LB |
0.00 | 0012 | $0.469238 | $-777,357.91 | ||||||
4028-80C |
STEEL, STRUCTURAL | LB |
0.00 | 0012 | $0.522629 | $-819,224.15 | ||||||
4028-90C |
STEEL, STRUCTURAL | LB |
0.00 | 0012 | $0.457399 | $-214,857.05 | ||||||
4040-10C |
ELAST BEARING PAD | EACH |
0.00 | 0012 | $41617.120000 | $-83,234.24 | ||||||
4041-10C |
ELAST BEARING PAD | EACH |
0.00 | 0012 | $41614.130000 | $-41,614.13 | ||||||
4038-20C |
STEEL, STRUCTURAL | EACH |
0.00 | 0020 | $3403.850000 | $-180,404.05 | ||||||
4038-40C |
STEEL, STRUCTURAL | EACH |
0.00 | 0020 | $3403.850000 | $-51,057.75 | ||||||
4038-30C |
STEEL, STRUCTURAL | EACH |
0.00 | 0021 | $3403.850000 | $-136,154.00 | ||||||
4039-40C |
STEEL, STRUCTURAL | EACH |
0.00 | 0021 | $2723.080000 | $-136,154.00 | ||||||
4028-100C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $1126320.030000 | $-1,126,320.03 | ||||||
4028-110C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $308904.080000 | $-308,904.08 | ||||||
4028-120C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $291406.050000 | $-291,406.05 | ||||||
4028-130C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $376434.960000 | $-376,434.96 | ||||||
4028-470C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $37633.970000 | $-37,633.97 | ||||||
4028-480C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $107107.220000 | $-107,107.22 | ||||||
4028-490C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $51900.360000 | $-51,900.36 | ||||||
4028-140C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $180803.420000 | $-180,803.42 | ||||||
4028-150C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $149522.950000 | $-149,522.95 | ||||||
4028-160C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $777357.910000 | $-777,357.91 | ||||||
4028-170C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $819224.150000 | $-819,224.15 | ||||||
4028-180C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $214857.050000 | $-214,857.05 | ||||||
4028-190C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $333431.360000 | $-333,431.36 | ||||||
4028-200C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $744619.090000 | $-744,619.09 | ||||||
4028-210C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $9532.060000 | $-9,532.06 | ||||||
4028-220C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $46032.480000 | $-46,032.48 | ||||||
4028-230C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $95347.340000 | $-95,347.34 | ||||||
4028-240C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $304190.410000 | $-304,190.41 | ||||||
4028-250C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $22576.750000 | $-22,576.75 | ||||||
4028-260C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $111629.470000 | $-111,629.47 | ||||||
4028-270C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $994485.760000 | $-994,485.76 | ||||||
4028-280C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $525761.930000 | $-525,761.93 | ||||||
4028-290C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $21561.000000 | $-21,561.00 | ||||||
4028-300C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $11896.370000 | $-11,896.37 | ||||||
4028-310C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $53200.000000 | $-53,200.00 | ||||||
4028-320C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $74456.250000 | $-74,456.25 | ||||||
4028-330C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $8996.500000 | $-8,996.50 | ||||||
4028-340C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $45556.970000 | $-45,556.97 | ||||||
4028-350C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $257345.150000 | $-257,345.15 | ||||||
4028-360C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $33210.700000 | $-33,210.70 | ||||||
4028-370C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $180875.220000 | $-180,875.22 | ||||||
4028-380C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $143716.400000 | $-143,716.40 | ||||||
4028-390C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $160624.080000 | $-160,624.08 | ||||||
4028-400C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $74456.250000 | $-74,456.25 | ||||||
4028-410C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $288640.480000 | $-288,640.48 | ||||||
4028-420C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $202816.520000 | $-202,816.52 | ||||||
4028-430C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $201859.230000 | $-201,859.23 | ||||||
4028-440C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $63777.160000 | $-63,777.16 | ||||||
4028-450C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $102915.450000 | $-102,915.45 | ||||||
4028-460C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $294095.390000 | $-294,095.39 | ||||||
4028-510C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $464914.220000 | $-464,914.22 | ||||||
4028-520C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $77952.570000 | $-77,952.57 | ||||||
4028-530C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $130711.120000 | $-130,711.12 | ||||||
4028-540C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $9012.500000 | $-9,012.50 | ||||||
4028-500C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $76231.370000 | $-76,231.37 | ||||||
4028-550C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $4573.880000 | $-4,573.88 | ||||||
4028-560C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $86426.930000 | $-86,426.93 | ||||||
4028-570C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $283161.700000 | $-283,161.70 | ||||||
4028-580C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $195526.340000 | $-195,526.34 | ||||||
4028-590C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $117761.200000 | $-117,761.20 | ||||||
4010-150C |
PILES | LF |
0.00 | 0027 | $26.081300 | $-422,517.06 | ||||||
4010-160C |
PILES | LF |
0.00 | 0027 | $33.734500 | $-78,938.73 | ||||||
8505-10C |
STEEL, STRUCTURAL | LS |
0.00 | 0028 | $8201651.850000 | $-8,201,651.85 | ||||||
8505-20C |
STEEL, STRUCTURAL | LS |
0.00 | 0028 | $4096101.690000 | $-4,096,101.69 | ||||||
4017-10C |
I BEAM, TYPE 8 | LF |
0.00 | 0030 | $156.598571 | $-761,382.25 | ||||||
4017-20C |
I BEAM, TYPE 8 | LF |
0.00 | 0030 | $156.598570 | $-664,760.93 | ||||||
| SUBTOT | $3,274,253.53 |
|||||||||||
| Project | DE07300601099 | Fed/State Project Number | BRO 0601 (159) | 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 | |
| 1001 | JPC PAVEMENT-8 IN | 02084 | SQYD | 1,109.00 | 1,109.000 | 787.430 | 787.430 | 61.08 | 48,096.22 | |||
| 1002 | JPC PAVEMENT-11 IN | 02071 | SQYD | 11,156.00 | 11,156.000 | 10,545.940 | 10,545.940 | 55.81 | 588,568.91 | |||
| 1003 | JPC PAVEMENT-11 IN SHLD | 02072 | SQYD | 2,745.00 | 2,745.000 | 0.000 | 0.000 | 51.13 | 0.00 | |||
| 1004 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 83.00 | 83.000 | 292.860 | 292.860 | 65.00 | 19,035.90 | |||
| 1005 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 91.00 | 91.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1007 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1009 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 199.00 | 199.000 | 523.570 | 523.570 | 60.00 | 31,414.20 | |||
| 1010 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 716.00 | 716.000 | 643.660 | 643.660 | 60.00 | 38,619.60 | |||
| 1012 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 2,587.00 | 2,587.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1013 | TRAFFIC BOUND BASE | 00020 | TON | 228.00 | 228.000 | 0.000 | 0.000 | 19.93 | 0.00 | |||
| 1014 | DGA BASE | 00001 | TON | 8,005.00 | 8,005.000 | 6,135.420 | 6,135.420 | 16.50 | 101,234.43 | |||
| 1015 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 13,327.00 | 13,327.000 | 0.000 | 0.000 | 2.42 | 0.00 | |||
| 1016 | CEMENT | 02542 | TON | 261.00 | 261.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 1017 | ASPHALT CURING SEAL | 00358 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 625.75 | 0.00 | |||
| 1020 | SAND FOR BLOTTER | 02702 | TON | 33.00 | 33.000 | 0.000 | 0.000 | 40.23 | 0.00 | |||
| 1021 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 5.00 | 5.000 | 1.270 | 1.270 | 873.83 | 1,109.76 | |||
| 1022 | ASPHALT SEAL AGGREGATE | 00100 | TON | 39.00 | 39.000 | 22.030 | 22.030 | 75.82 | 1,670.31 | |||
| 1023 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 2,669.00 | 2,669.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8516 | JPC PAVEMENT-11 IN | 02071 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 74.72 | 0.00 | |||
| 8517 | JPC PAVEMENT-8 IN | 02084 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 74.80 | 0.00 | |||
| Project | DE07300601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0002 ROADWAY | |||||||
| 2001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,715.00 | 1,715.000 | 688.880 | 688.880 | 15.95 | 10,987.63 | |||
| 2002 | STANDARD INTEGRAL CURB | 01830 | LF | 464.00 | 464.000 | 464.000 | 464.000 | 23.00 | 10,672.00 | |||
| 2003 | STANDARD BARRIER MEDIAN TYPE 1 | 01915 | SQYD | 175.00 | 175.000 | 129.000 | 129.000 | 71.00 | 9,159.00 | |||
| 2004 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 2005 | BARRICADE-TYPE III | 02014 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 537.34 | 537.34 | |||
| 2006 | REMOVE PAVEMENT | 02091 | SQYD | 903.00 | 903.000 | 903.000 | 903.000 | 2.85 | 2,573.55 | |||
| 2007 | TEMP DITCH | 02159 | LF | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 0.81 | 0.00 | |||
| 2008 | CLEAN TEMP DITCH | 02160 | LF | 3,200.00 | 3,200.000 | 150.000 | 150.000 | 0.54 | 81.00 | |||
| 2009 | FLOWABLE FILL | 02220 | CUYD | 4.30 | 4.300 | 0.000 | 0.000 | 311.46 | 0.00 | |||
| 2010 | GRANULAR EMBANKMENT | 02223 | CUYD | 3,572.00 | 3,572.000 | 3,103.910 | 3,103.910 | 26.16 | 81,198.28 | |||
| 2012 | EMBANKMENT IN PLACE | 02230 | CUYD | 93,191.00 | 93,191.000 | 93,191.000 | 93,191.000 | 4.50 | 419,359.50 | |||
| 2013 | WATER | 02242 | MGAL | 300.00 | 300.000 | 0.000 | 0.000 | 2.93 | 0.00 | |||
| 2014 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 2,776.00 | 2,776.000 | 0.000 | 0.000 | 4.30 | 0.00 | |||
| 2015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,437.50 | 1,437.500 | 0.000 | 0.000 | 17.44 | 0.00 | |||
| 2016 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 2017 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 2018 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,156.00 | 0.00 | |||
| 2019 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,550.00 | 0.00 | |||
| 2020 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 2021 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 2022 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 2024 | CHANNEL LINING CLASS IA | 02482 | TON | 67.00 | 67.000 | 0.000 | 0.000 | 28.82 | 0.00 | |||
| 2025 | CHANNEL LINING CLASS II | 02483 | TON | 689.00 | 689.000 | 2,041.650 | 2,041.650 | 19.20 | 39,199.68 | |||
| 2026 | CHANNEL LINING CLASS III | 02484 | TON | 130.00 | 130.000 | 0.000 | 0.000 | 16.79 | 0.00 | |||
| 2027 | CLEARING AND GRUBBING 17 ACRES - MCCRACKEN COUNTY | 02545 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 35,000.00 | 33,250.00 | |||
| 2028 | SIGNS | 02562 | SQFT | 204.00 | 568.500 | 364.500 | 364.500 | 14.64 | 5,336.28 | |||
| 2029 | OBJECT MARKER TYPE 2 | 02565 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 2030 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 2,136.00 | 2,136.000 | 0.000 | 0.000 | 1.74 | 0.00 | |||
| 2031 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 13,030.00 | 13,030.000 | 7,900.000 | 7,900.000 | 1.05 | 8,295.00 | |||
| 2032 | MAINTAIN & CONTROL TRAFFIC MCCRACKEN COUNTY | 02650 | LS | 1.00 | 1.000 | 0.150 | 0.250 | 0.400 | 40,000.00 | 6,000.00 | 16,000.00 | |
| 2033 | TEMP SILT FENCE | 02701 | LF | 3,200.00 | 3,200.000 | 607.000 | 607.000 | 1.35 | 819.45 | |||
| 2034 | SILT TRAP TYPE A | 02703 | EACH | 46.00 | 46.000 | 15.000 | 15.000 | 186.32 | 2,794.80 | |||
| 2035 | SILT TRAP TYPE B | 02704 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 367.41 | 0.00 | |||
| 2036 | SILT TRAP TYPE C | 02705 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 266.19 | 0.00 | |||
| 2037 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 92.00 | 92.000 | 24.000 | 24.000 | 186.32 | 4,471.68 | |||
| 2039 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 92.00 | 92.000 | 0.000 | 0.000 | 115.67 | 0.00 | |||
| 2040 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 112.57 | 0.00 | |||
| 2041 | CLEAN TEMP SILT FENCE | 02709 | LF | 6,400.00 | 6,400.000 | 0.000 | 0.000 | 0.57 | 0.00 | |||
| 2042 | STAKING MCCRACKEN COUNTY | 02726 | LS | 1.00 | 1.000 | 0.150 | 0.250 | 0.400 | 60,000.00 | 9,000.00 | 24,000.00 | |
| 2043 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,884.00 | 2,884.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2044 | TEMP MULCH | 05952 | SQYD | 111,852.00 | 111,852.000 | 19,360.000 | 19,360.000 | 0.15 | 2,904.00 | |||
| 2045 | SEEDING AND PROTECTION | 05985 | SQYD | 78,456.00 | 78,456.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 2046 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 16,048.00 | 16,048.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 2047 | STEEL POST TYPE 1 | 06410 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 8.65 | 0.00 | |||
| 2048 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 10,484.00 | 10,484.000 | 0.000 | 0.000 | 2.96 | 0.00 | |||
| 2049 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 10,484.00 | 10,484.000 | 0.000 | 0.000 | 2.96 | 0.00 | |||
| 2050 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 1,340.00 | 1,340.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 2051 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 92.00 | 92.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 2052 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 53.00 | 53.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 2053 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 2055 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 2056 | PAVE MARKING-PAINT WORDS | 06601NC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 2057 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,514.00 | 3,514.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 2058 | CONCRETE-CLASS A | 08100 | CUYD | 3.51 | 3.510 | 0.000 | 0.000 | 498.58 | 0.00 | |||
| 2059 | STEEL REINFORCEMENT | 08150 | LB | 163.00 | 163.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 2060 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 2061 | FUEL ADJUSTMENT | 10020NS | DOLL | 19,293.00 | 19,293.000 | 2,140.000 | 2,140.000 | 1.00 | 2,140.00 | |||
| 2062 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 141.00 | 141.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 2063 | PAVE MARK-PAINT ARROWS | 20208NC | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 2064 | LONGITUDINAL EDGE KEY | 21289ED | LF | 486.40 | 486.400 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 2065 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 428.00 | 428.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 2066 | CONC MEDIAN BARRIER WALL TY 14A | 23876EC | LF | 279.90 | 279.900 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 2067 | CONC MEDIAN BARRIER WALL TY 14C | 23877EC | LF | 151.50 | 151.500 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 8514 | REMOVE PCC PAVEMENT US 62 N Pavement Removal | 02058 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 18.81 | 0.00 | |||
| 8515 | LANE CLOSURE US 62 N Lane Closure | 02653 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,310.00 | 0.00 | |||
| Project | DE07300601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0003 DRAINAGE | |||||||
| 3001 | ENTRANCE PIPE-15 IN | 00440 | LF | 96.00 | 96.000 | 51.000 | 51.000 | 37.07 | 1,890.57 | |||
| 3002 | CULVERT PIPE-18 IN | 00462 | LF | 127.00 | 127.000 | 127.000 | 127.000 | 46.15 | 5,861.05 | |||
| 3003 | CULVERT PIPE-42 IN | 00469 | LF | 404.00 | 404.000 | 404.000 | 404.000 | 103.94 | 41,991.76 | |||
| 3004 | CULVERT PIPE-48 IN EQUIV | 00499 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 151.36 | 0.00 | |||
| 3005 | STORM SEWER PIPE-15 IN | 00521 | LF | 206.00 | 206.000 | 0.000 | 0.000 | 27.52 | 0.00 | |||
| 3006 | STORM SEWER PIPE-18 IN | 00522 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 38.13 | 0.00 | |||
| 3007 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,309.08 | 2,618.16 | |||
| 3008 | CONC MED BARR BOX INLET TY 14A1-50 | 22404NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,284.79 | 0.00 | |||
| 3009 | CONC MED BARR BOX INLET TY 14B1 | 01616 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,284.79 | 0.00 | |||
| 3010 | FLOWABLE FILL | 02220 | CUYD | 52.30 | 52.300 | 10.000 | 10.000 | 267.82 | 2,678.20 | |||
| 3011 | CHANNEL LINING CLASS III | 02484 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 3012 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,875.00 | 1,875.000 | 1,271.000 | 1,271.000 | 2.00 | 2,542.00 | |||
| 3020 | PERFORATED PIPE-4 IN | 01000 | LF | 2,168.00 | 2,168.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 3021 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 3022 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 3023 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 3024 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 725.00 | 0.00 | |||
| 3030 | CONCRETE-CLASS A | 08100 | CUYD | 6.28 | 6.280 | 5.350 | 5.350 | 860.01 | 4,601.05 | |||
| 3031 | STEEL REINFORCEMENT | 08150 | LB | 438.00 | 438.000 | 430.000 | 430.000 | 0.69 | 296.70 | |||
| 8500 | ENTRANCE PIPE-24 IN Access Rd. #1 Sta 20+69 | 00443 | LF | 0.00 | 45.000 | 0.000 | 0.000 | 37.25 | 0.00 | |||
| Project | DE07300601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 6001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 157,240.18 | 157,240.18 | |||
| 6002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 49,530.65 | 0.00 | |||
| Project | DE07300601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0007 SIGNING | |||||||
| 7001 | GMSS GALV STEEL TYPE B | 06440 | LB | 1,584.00 | 1,584.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 7002 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 7003 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 718.00 | 718.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 7004 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 375.00 | 375.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 7005 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 47.00 | 47.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 7006 | STEEL POST TYPE 1 | 06410 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 7.85 | 0.00 | |||
| 7007 | STEEL POST TYPE 2 | 06411 | LF | 636.00 | 636.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| Project | DE07300601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0008 SIGNALIZATION | |||||||
| 8001 | CONDUIT-1 1/4 IN | 04793 | LF | 1,325.00 | 1,325.000 | 0.000 | 0.000 | 6.61 | 0.00 | |||
| 8002 | CONDUIT-2 IN | 04795 | LF | 665.00 | 665.000 | 0.000 | 0.000 | 8.81 | 0.00 | |||
| 8003 | JUNCTION BOX TYPE B | 04811 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 587.74 | 0.00 | |||
| 8004 | TRENCHING AND BACKFILLING | 04820 | LF | 1,990.00 | 1,990.000 | 0.000 | 0.000 | 4.03 | 0.00 | |||
| 8005 | LOOP WIRE | 04830 | LF | 3,130.00 | 3,130.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 8006 | CABLE-NO. 14/5C | 04844 | LF | 5,240.00 | 5,240.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 8007 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,760.00 | 2,760.000 | 0.000 | 0.000 | 1.73 | 0.00 | |||
| 8008 | MESSENGER-10800 LB | 04885 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 5.92 | 0.00 | |||
| 8009 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,485.00 | 1,485.000 | 0.000 | 0.000 | 6.38 | 0.00 | |||
| 8010 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,793.19 | 0.00 | |||
| 8011 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,060.02 | 0.00 | |||
| 8012 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 115.41 | 0.00 | |||
| 8013 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 222.83 | 0.00 | |||
| 8014 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 197.57 | 0.00 | |||
| 8015 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,002.49 | 0.00 | |||
| 8016 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,853.22 | 0.00 | |||
| 8017 | ADVANCED WARNING BEACON | 22765NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,914.45 | 0.00 | |||
| 8018 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 50.25 | 50.250 | 0.000 | 0.000 | 424.42 | 0.00 | |||
| Project | DE07300601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0009 LIGHTING | |||||||
| 9001 | POLE 40 FT MTG HT | 04701 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 1,782.44 | 0.00 | |||
| 9002 | BRACKET 8 FT | 04722 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 717.89 | 0.00 | |||
| 9003 | BRACKET 10 FT | 04723 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 717.08 | 0.00 | |||
| 9004 | BRACKET 12 FT | 04724 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 716.23 | 0.00 | |||
| 9005 | BRACKET 15 FT | 04725 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 716.42 | 0.00 | |||
| 9006 | BRACKET C | 04730 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 397.26 | 0.00 | |||
| 9008 | POLE BASE | 04740 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 848.85 | 0.00 | |||
| 9010 | TRANSFORMER BASE | 04750 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 297.30 | 0.00 | |||
| 9011 | HPS LUMINAIRE | 04770 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 330.46 | 0.00 | |||
| 9012 | FUSED CONNECTOR KIT | 04780 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 68.26 | 0.00 | |||
| 9013 | CONDUIT-1 1/4 IN | 04793 | LF | 2,565.00 | 2,565.000 | 0.000 | 0.000 | 8.65 | 0.00 | |||
| 9014 | CONDUIT-2 IN | 04795 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 14.28 | 0.00 | |||
| 9015 | CONDUIT-3 IN | 04797 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 19.60 | 0.00 | |||
| 9016 | TRENCHING AND BACKFILLING | 04820 | LF | 2,810.00 | 2,810.000 | 0.000 | 0.000 | 4.01 | 0.00 | |||
| 9017 | WIRE-NO. 12 | 04832 | LF | 2,100.00 | 2,100.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 9018 | WIRE-NO. 6 | 04834 | LF | 6,060.00 | 6,060.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 9019 | WIRE-NO. 4 | 04835 | LF | 9,725.00 | 9,725.000 | 0.000 | 0.000 | 0.91 | 0.00 | |||
| 9020 | HPS LUMINAIRE 400 WATT | 20993ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 838.35 | 0.00 | |||
| 9021 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 570.56 | 0.00 | |||
| SUBTOT | $15,000.00 |
$31,446,998.04 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2014-1-0I |
FENCE, WOVEN | LF |
2,776.00 | 0012 | $2.239070 | $5,904.90 | ||||||
| SUBTOT | $5,904.90 |
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