Report_Id: 101321 Est NO 0081 |
Date:11/14/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 101321 | Estimate Number | 0081 | Estimate Type | PROGRESS | ||
District Office | PADUCAH (01320) Guess, Jonathan D. | ||||||
Contractor | KAY & KAY CONTRACTING LLC J/V WITH HAYDON BRIDGE COMPANY INC | ADDR SN 0 VC Code VC0000189268 | |||||
1355 KEAVY RD | |||||||
LONDON , KY , 40744 | |||||||
Pay Period | 10/18/2013 TO 10/31/2013 | ||||||
Date Approved | 11/14/2013 | ||||||
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 | $69,999,788.34 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $66,364,228.25 |
Total Earnings | $67,292,743.32 |
$65,910,162.19 |
$1,382,581.13 |
|
Percent Complete | 96.67 |
Stockpiled Materials | $376,801.42 |
$376,801.42 |
$0.00 |
|
Funds Available | $2,330,243.60 |
Gross Earnings | $67,669,544.74 |
$66,286,963.61 |
$1,382,581.13 |
|
Total Change Orders | $3,635,560.09 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $67,669,544.74 |
$66,286,963.61 |
$1,382,581.13 |
|||
Contract Id | 101321 | Change Order Summary |
County | MCCRACKEN | ||||||
Estimate Nbr | 0081 | Project Number | BRO 0601 (159), BRO 0601 (159) | |||||||
Contractor | KAY & KAY CONTRACTING LLC J/V WITH HAYDON BRIDGE COMPANY INC | Period | 10/18/2013 TO 10/31/2013 | |||||||
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 | |||||
004 | Struct. Steel Mods; Addl. Work; Estbl. Addl. Items-Rdwy | Approved | 03/29/2012 | $313,032.05 | 2.0 | |||||
005 | Non Spec Material Override | Approved | 02/13/2012 | $0.00 | 0.0 | |||||
006 | Non Spec Material-JPC Self Leveling Silicone Override | Approved | 03/15/2012 | $0.00 | 0.0 | |||||
007 | Conduit, Boxes, Fittings, and Painting Error | Approved | 07/19/2012 | $87,939.75 | 2.0 | |||||
008 | Project Acceleration | Approved | 09/07/2012 | $1,463,000.00 | 0.0 | |||||
009 | Non Spec Material-Structural Steel-Finish Coat Color Failure | Approved | 03/22/2013 | $0.00 | 0.0 | |||||
010 | Struct. Steel Mods; Addl. Work; Estbl. Addl Items-Rdwy | Approved | 10/21/2013 | $902,477.52 | 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 | 0081 | Period | 10/18/2013 TO 10/31/2013 | |||||||
Contractor | KAY & KAY CONTRACTING LLC J/V 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 | 0.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
1002 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,187.00 | 2,211.910 | 2,211.910 | 2,211.910 | 65.00 | 143,774.15 | |||
1003 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,378.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
1004 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,313.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
1005 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 9,455.00 | 11,029.050 | 11,029.050 | 11,029.050 | 60.00 | 661,743.00 | |||
1006 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 3,580.00 | 3,064.530 | 3,064.530 | 3,064.530 | 45.00 | 137,903.85 | |||
1007 | TRAFFIC BOUND BASE | 00020 | TON | 175.00 | 175.000 | 105.400 | 105.400 | 19.93 | 2,100.62 | |||
1008 | DGA BASE | 00001 | TON | 19,656.00 | 19,656.000 | 8,000.700 | 8,000.700 | 16.50 | 132,011.55 | |||
1009 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 24,868.00 | 24,868.000 | 24,868.000 | 24,868.000 | 2.42 | 60,180.56 | |||
1010 | CEMENT | 02542 | TON | 487.00 | 492.900 | 492.900 | 492.900 | 105.00 | 51,754.50 | |||
1011 | ASPHALT CURING SEAL | 00358 | TON | 39.00 | 23.000 | 23.000 | 23.000 | 625.75 | 14,392.25 | |||
1012 | SAND FOR BLOTTER | 02702 | TON | 62.00 | 65.930 | 65.930 | 65.930 | 40.23 | 2,652.36 | |||
1013 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 13.00 | 13.000 | 13.330 | 13.330 | 873.83 | 11,648.15 | |||
1014 | ASPHALT SEAL AGGREGATE | 00100 | TON | 108.00 | 108.000 | 111.710 | 111.710 | 75.82 | 8,469.85 | |||
1015 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 36,586.00 | 36,586.000 | 39,528.230 | 39,528.230 | 1.00 | 39,528.23 | |||
Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0002 ROADWAY | |||||||
2001 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
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 | 2.000 | 2.000 | 537.34 | 1,074.68 | |||
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 | 97,766.480 | 98,879.000 | 98,879.000 | 4.50 | 444,955.50 | |||
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 | 2,640.000 | 2,640.000 | 4.30 | 11,352.00 | |||
2010 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,350.00 | 3,350.000 | 3,000.000 | 3,000.000 | 17.44 | 52,320.00 | |||
2011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 55.00 | 110.00 | |||
2012 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
2013 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,156.00 | 6,468.00 | |||
2014 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 675.00 | 675.00 | |||
2015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,550.00 | 5,550.00 | |||
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 | 618.210 | 618.210 | 19.20 | 11,869.63 | |||
2019 | CHANNEL LINING CLASS III | 02484 | TON | 11,359.00 | 17,507.500 | 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 | 34,090.000 | 26,444.500 | 26,444.500 | 1.05 | 27,766.72 | |||
2026 | MAINTAIN & CONTROL TRAFFIC LIVINGSTON COUNTY | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 40,000.00 | 36,000.00 | |||
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 | 2.000 | 2.000 | 266.19 | 532.38 | |||
2031 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 140.00 | 140.000 | 2.000 | 2.000 | 186.32 | 372.64 | |||
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 | 0.950 | 0.950 | 60,000.00 | 57,000.00 | |||
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 | 12,923.110 | 18,615.800 | 18,615.800 | 1.00 | 18,615.80 | |||
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 | 40,414.000 | 40,414.000 | 0.28 | 11,315.92 | |||
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 | 0.000 | 0.000 | 0.000 | 2.96 | 0.00 | |||
2043 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 13,932.00 | 0.000 | 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 | 2,351.580 | 2,351.580 | 21.60 | 50,794.12 | |||
2049 | CONCRETE-CLASS A | 08100 | CUYD | 3.51 | 3.510 | 3.510 | 3.510 | 498.58 | 1,750.01 | |||
2050 | STEEL REINFORCEMENT | 08150 | LB | 163.00 | 163.000 | 163.000 | 163.000 | 0.69 | 112.47 | |||
2051 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
2052 | FUEL ADJUSTMENT | 10020NS | DOLL | 44,764.00 | 44,764.000 | 69,657.140 | 69,657.140 | 1.00 | 69,657.14 | |||
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 | 478.500 | 478.500 | 51.00 | 24,403.50 | |||
2058 | CONSTRUCTION TRAILER | 21325ND | LS | 1.00 | 1.000 | 0.950 | 0.950 | 100,000.00 | 95,000.00 | |||
2060 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 15,000.00 | 11,250.00 | |||
8501 | GRANULAR PILE CORE Abutment #2 | 20209EP69 | CUYD | 0.00 | 150.000 | 150.000 | 150.000 | 65.10 | 9,765.00 | |||
8525 | STANDARD INTEGRAL CURB MOD | 01831 | LF | 0.00 | 50.000 | 50.000 | 0.000 | 50.000 | 50.18 | 2,509.00 | 2,509.00 | |
8537 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 27,864.000 | 0.000 | 0.000 | 0.37 | 0.00 | |||
Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0003 DRAINAGE | |||||||
3001 | ENTRANCE PIPE-18 IN | 00441 | LF | 37.00 | 37.000 | 37.000 | 37.000 | 25.00 | 925.00 | |||
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 | 1.000 | 1.000 | 1,811.65 | 1,811.65 | |||
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 | 6,869.000 | 6,869.000 | 6,869.000 | 7.00 | 48,083.00 | |||
3011 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 548.00 | 649.000 | 649.000 | 649.000 | 20.00 | 12,980.00 | |||
3012 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 650.00 | 3,900.00 | |||
3013 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 675.00 | 1,350.00 | |||
3014 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 700.00 | 4,200.00 | |||
3015 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 725.00 | 1,450.00 | |||
8539 | SPECIAL HEADER CURB | 01877 | LF | 0.00 | 911.000 | 911.000 | 0.000 | 911.000 | 6.35 | 5,784.85 | 5,784.85 | |
8540 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 4,375.00 | 8,750.00 | 8,750.00 | |
Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0004 BRIDGE | |||||||
4001 | CONCRETE-CLASS A | 08100 | CUYD | 8,898.50 | 8,898.500 | 8,898.500 | 8,898.500 | 340.00 | 3,025,490.00 | |||
4002 | CONCRETE-CLASS AA | 08104 | CUYD | 4,590.20 | 4,590.200 | 4,582.230 | 4,582.230 | 483.50 | 2,215,508.20 | |||
4003 | STEEL REINFORCEMENT | 08150 | LB | 975,111.00 | 975,111.000 | 975,111.000 | 975,111.000 | 0.88 | 858,097.68 | |||
4004 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,492,367.00 | 1,492,367.000 | 1,484,308.000 | 1,484,308.000 | 0.92 | 1,365,563.36 | |||
4005 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 8,711.00 | 8,711.000 | 8,711.000 | 8,711.000 | 13.75 | 119,776.25 | |||
4006 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,348.00 | 2,348.000 | 1,714.090 | 1,714.090 | 26.00 | 44,566.34 | |||
4007 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 154.00 | 154.000 | 437.180 | 437.180 | 67.50 | 29,509.65 | |||
4008 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 571.00 | 571.000 | 571.000 | 571.000 | 36.00 | 20,556.00 | |||
4009 | MASONRY COATING | 02998 | SQYD | 17,625.00 | 17,625.000 | 13,167.380 | 13,167.380 | 8.50 | 111,922.73 | |||
4010 | PILES-STEEL HP14X73 | 08050 | LF | 39,811.00 | 43,979.390 | 43,979.390 | 43,979.390 | 49.15 | 2,161,587.01 | |||
4011 | TEST PILES | 08033 | LF | 1,986.00 | 2,498.650 | 2,498.650 | 2,498.650 | 68.00 | 169,908.20 | |||
4012 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 128.00 | 128.000 | 128.000 | 128.000 | 57.85 | 7,404.80 | |||
4013 | RAIL SYSTEM TYPE III | 21532ED | LF | 3,824.20 | 3,824.200 | 3,824.200 | 3,824.200 | 90.00 | 344,178.00 | |||
4014 | BICYCLE RAIL | 23849EC | LF | 3,824.20 | 3,824.200 | 2,300.000 | 2,300.000 | 66.50 | 152,950.00 | |||
4015 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 128.00 | 128.000 | 64.000 | 64.000 | 170.00 | 10,880.00 | |||
4016 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 5,816.70 | 5,816.700 | 5,816.700 | 5,816.700 | 264.00 | 1,535,608.80 | |||
4017 | PRECAST PC I BEAM TYPE 8 | 08638 | LF | 9,107.00 | 9,107.000 | 9,107.000 | 9,107.000 | 295.00 | 2,686,565.00 | |||
4018 | INSTALL CATV CONDUIT-4 IN DRAWING 26357 | 23850EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,500.00 | 36,500.00 | |||
4019 | INSTALL TELEPHONE CONDUIT-4 IN DRAWING 26357 | 23851EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,500.00 | 36,500.00 | |||
4020 | INSTALL LIGHTING CONDUIT-3 IN DRAWING 26357 | 23852EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,500.00 | 29,500.00 | |||
4021 | DYNAMIC PILE TESTING | 23233EC | EACH | 52.00 | 52.000 | 47.000 | 47.000 | 500.00 | 23,500.00 | |||
4022 | DRAIN ASSEMBLY | 20154ND | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 1,750.00 | 5,250.00 | |||
8520 | INSTALL LIGHTING CONDUIT INSTALL/FABRICATE BOXES, CONDUIT, FITTINGS | 23861EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 36,939.90 | 36,939.90 | |||
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 | 169.530 | 164.530 | 164.530 | 18.00 | 2,961.54 | |||
7002 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 79.00 | 79.000 | 79.000 | 79.000 | 18.00 | 1,422.00 | |||
7003 | STEEL POST TYPE 2 | 06411 | LF | 362.00 | 362.000 | 362.000 | 362.000 | 6.50 | 2,353.00 | |||
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 | |||||||
8524 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 1,980.00 | 3,960.00 | 3,960.00 | |
8543 | TEMPORARY LIGHTING WEST CONNECTOR/NEW US60 | 20454NS835 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,875.00 | 1,875.00 | 1,875.00 | |
9001 | POLE 40 FT MTG HT | 04701 | EACH | 33.00 | 33.000 | 21.000 | 21.000 | 1,782.44 | 37,431.24 | |||
9002 | BRACKET 8 FT | 04722 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 717.89 | 717.89 | |||
9003 | BRACKET 12 FT | 04724 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 716.23 | 8,594.76 | |||
9004 | BRACKET 15 FT | 04725 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 716.42 | 5,731.36 | |||
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 | 22.000 | 22.000 | 848.85 | 18,674.70 | |||
9007 | TRANSFORMER BASE | 04750 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 297.30 | 6,540.60 | |||
9008 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,829.98 | 16,829.98 | |||
9009 | HPS LUMINAIRE | 04770 | EACH | 22.00 | 22.000 | 21.000 | 21.000 | 330.46 | 6,939.66 | |||
9010 | FUSED CONNECTOR KIT | 04780 | EACH | 66.00 | 66.000 | 44.000 | 44.000 | 68.26 | 3,003.44 | |||
9011 | CONDUIT-1 1/4 IN | 04793 | LF | 4,325.00 | 4,325.000 | 4,325.000 | 4,325.000 | 8.65 | 37,411.25 | |||
9012 | CONDUIT-2 IN | 04795 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 14.28 | 1,499.40 | |||
9013 | CONDUIT-3 IN | 04797 | LF | 180.00 | 180.000 | 160.000 | 160.000 | 19.60 | 3,136.00 | |||
9014 | TRENCHING AND BACKFILLING | 04820 | LF | 4,610.00 | 4,610.000 | 4,610.000 | 4,610.000 | 4.01 | 18,486.10 | |||
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 | 6,624.000 | 6,624.000 | 0.47 | 3,113.28 | |||
9017 | WIRE-NO. 4 | 04835 | LF | 13,205.00 | 13,205.000 | 8,800.000 | 8,800.000 | 0.91 | 8,008.00 | |||
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 | 4.000 | 4.000 | 570.56 | 2,282.24 | |||
Project | DE07000601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0041 BRIDGE | |||||||
4023 | MASONRY COATING | 02998 | SQYD | 5,372.00 | 5,372.000 | 3,000.000 | 3,000.000 | 8.50 | 25,500.00 | |||
4024 | CONCRETE-CLASS A | 08100 | CUYD | 5.00 | 5.000 | 5.000 | 5.000 | 340.00 | 1,700.00 | |||
4025 | CONCRETE-CLASS AA | 08104 | CUYD | 3,662.00 | 3,662.000 | 3,662.000 | 3,662.000 | 483.50 | 1,770,577.00 | |||
4026 | STEEL REINFORCEMENT | 08150 | LB | 1,300.00 | 1,300.000 | 1,300.000 | 1,300.000 | 0.88 | 1,144.00 | |||
4027 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,463,560.00 | 1,463,560.000 | 1,463,560.000 | 1,463,560.000 | 0.92 | 1,346,475.20 | |||
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 | 1.000 | 1.000 | 151,500.00 | 151,500.00 | |||
4030 | PAINT CLEARANCE GAUGES | 08752 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
4031 | DRAIN PIPE-6 IN | 08820 | LF | 550.00 | 550.000 | 225.000 | 225.000 | 212.00 | 47,700.00 | |||
4032 | RAIL SYSTEM TYPE III | 21532ED | LF | 3,605.00 | 3,605.000 | 3,605.000 | 3,605.000 | 90.00 | 324,450.00 | |||
4033 | BICYCLE RAIL | 23849EC | LF | 3,605.00 | 3,605.000 | 2,100.000 | 2,100.000 | 66.50 | 139,650.00 | |||
4034 | INSTALL CATV CONDUIT-4 IN DRAWING 26553 | 23850EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,000.00 | 47,000.00 | |||
4035 | INSTALL TELEPHONE CONDUIT-4 IN DRAWING 26553 | 23851EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,000.00 | 47,000.00 | |||
4036 | INSTALL LIGHTING CONDUIT-3 IN DRAWING 26553 | 23852EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
4038 | STRINGER BEARINGS-FIXED (REVISED: 7-2-10) | 23855EC | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 1,915.00 | 49,790.00 | |||
4039 | STRINGER BEARINGS-EXPANSION (REVISED: 7-2-10) | 23856EC | EACH | 206.00 | 206.000 | 190.000 | 190.000 | 4,165.00 | 791,350.00 | |||
4040 | SEISMIC BEARING ASSEMBLY-TY I | 23857EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 130,500.00 | 522,000.00 | |||
4041 | SEISMIC BEARING ASSEMBLY-TY II | 23858EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 189,000.00 | 756,000.00 | |||
4042 | FINGER EXPANSION JOINT | 23859EC | LF | 139.00 | 139.000 | 139.000 | 139.000 | 3,950.00 | 549,050.00 | |||
4043 | ELECTRIC POWER CONDUITS | 23860EC | LS | 1.00 | 1.000 | 0.880 | 0.880 | 232,209.05 | 204,343.96 | |||
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 | 0.500 | 0.500 | 96,349.51 | 48,174.75 | |||
8000 | NON-SPEC MATERIAL Class AA Concrete Coarse Aggregate | 10070NS | DOLL | 0.00 | 0.001 | -449.550 | -449.550 | 1.00 | -449.55 | |||
8003 | NON-SPEC MATERIAL Primer Paint | 10070NS | DOLL | 0.00 | 0.001 | -192.500 | -192.500 | 1.00 | -192.50 | |||
8004 | NON-SPEC MATERIAL Structural Steel-Finish Coat Color Failure | 10070NS | DOLL | 0.00 | 0.001 | -6,953.170 | -6,953.170 | 1.00 | -6,953.17 | |||
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 | 1.000 | 1.000 | 54,438.39 | 54,438.39 | |||
8504 | STRUCTURAL STEEL Change Request 11 Revision 3 | 08160 | LS | 0.00 | 1.000 | 0.200 | 0.750 | 0.950 | 718,155.66 | 143,631.13 | 682,247.87 | |
8505 | STRUCTURAL STEEL PDM (MATERIALS/DELIVERY) | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,384,351.00 | 22,384,351.00 | |||
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 | 0.050 | 0.950 | 1.000 | 8,530,354.00 | 426,517.70 | 8,530,354.00 | |
8508 | STRUCTURAL STEEL OLYMPUS (PREP WORK) | 08160 | LS | 0.00 | 1.000 | 0.025 | 0.955 | 0.980 | 1,126,695.00 | 28,167.37 | 1,104,161.10 | |
8509 | STRUCTURAL STEEL OLYMPUS (INTERMEDIATE COAT) | 08160 | LS | 0.00 | 1.000 | 0.800 | 0.800 | 521,300.00 | 417,040.00 | |||
8510 | STRUCTURAL STEEL OLYMPUS (FINISH COAT) | 08160 | LS | 0.00 | 1.000 | 0.032 | 0.768 | 0.800 | 521,300.00 | 16,681.60 | 417,040.00 | |
8511 | STRUCTURAL STEEL OLYMPUS (CLEARANCE GAUGES) | 08160 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
8512 | STRUCTURAL STEEL STRUCTURAL STEEL OLYMPUS (TOUCH UP) | 08160 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
8513 | STRUCTURAL STEEL Change Request 26, 27, 29, and 31 | 08160 | LS | 0.00 | 1.000 | 0.100 | 0.900 | 1.000 | 22,443.30 | 2,244.33 | 22,443.30 | |
8521 | STRUCTURAL STEEL Paint for Sub of Galv. Steel w/ Std. Steel S114 & S115 | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 50,999.85 | 50,999.85 | |||
8522 | ACCELERATION COST | 10075NX | DOLL | 0.00 | 1,463,000.000 | 1,463,000.000 | 1,463,000.000 | 1.00 | 1,463,000.00 | |||
8527 | STRUCTURAL STEEL SAFETY CABLE REPLACEMENT | 08160 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 45,348.99 | 45,348.99 | 45,348.99 | |
8530 | ELECTRIC POWER CONDUITS | 23860EC | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 20,707.32 | 20,707.32 | 20,707.32 | |
8531 | STRUCTURAL STEEL CLEARANCE GAUGE CR4 | 08160 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,500.00 | 7,500.00 | 7,500.00 | |
8532 | STRUCTURAL STEEL ACCESS HOLES PAINT CREDIT | 08160 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | -23,967.84 | -23,967.84 | -23,967.84 | |
8544 | ACCELERATION COST OPEN TO TRAFFIC 073013 | 10075NX | DOLL | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 646,000.00 | 646,000.00 | 646,000.00 | |
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 | 1,741.000 | 1,741.000 | 1.00 | 1,741.00 | |||
SUBTOT | $1,335,709.45 |
$64,262,604.44 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4010-1-0I |
PILES | LF |
2,400.00 | 0002 | $27.719000 | $63,199.32 | ||||||
4010-2-0I |
PILES | LF |
3,000.00 | 0002 | $27.719000 | $78,999.15 | ||||||
4010-3-0I |
PILES | LF |
600.00 | 0002 | $27.719000 | $15,799.83 | ||||||
4003-1-0I |
STEEL REINUN 615GR60 | LB |
39,123.00 | 0004 | $0.392190 | $14,576.83 | ||||||
4003-2-0I |
STEEL REINUN 615GR60 | LB |
41,816.00 | 0004 | $0.392200 | $15,580.22 | ||||||
4003-3-0I |
STEEL REINUN 615GR60 | LB |
39,762.00 | 0004 | $0.392200 | $14,814.92 | ||||||
4003-4-0I |
STEEL REINUN 615GR60 | LB |
20,298.00 | 0004 | $0.392200 | $7,562.83 | ||||||
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 | ||||||
4003-5-0I |
STEEL REINUN 615GR60 | LB |
42,897.00 | 0005 | $0.392190 | $15,982.99 | ||||||
4003-6-0I |
STEEL REINUN 615GR60 | LB |
40,485.00 | 0005 | $0.392200 | $15,084.30 | ||||||
4003-7-0I |
STEEL REINUN 615GR60 | LB |
46,442.00 | 0005 | $0.392190 | $17,303.82 | ||||||
4010-5-0I |
PILES | LB |
1,800.00 | 0005 | $28.302000 | $48,396.42 | ||||||
4010-6-0I |
PILES | LB |
6,000.00 | 0005 | $27.454000 | $156,487.80 | ||||||
4010-7-0I |
PILES | LB |
3,785.00 | 0005 | $27.719000 | $99,670.59 | ||||||
4003-8-0I |
STEEL REINUN 615GR60 | LB |
20,644.00 | 0006 | $0.392200 | $7,691.75 | ||||||
4010-8-0I |
PILES | LF |
3,800.00 | 0006 | $27.719000 | $100,065.59 | ||||||
4010-9-0I |
PILES | LF |
1,300.00 | 0006 | $27.326800 | $33,748.59 | ||||||
4017-1-0I |
I BEAM, TYPE 8 | LF |
4,862.00 | 0006 | $164.840600 | $761,382.25 | ||||||
4003-9-0I |
STEEL REINUN 615GR60 | LB |
48,898.00 | 0007 | $0.392200 | $18,218.91 | ||||||
4003-10-0I |
STEEL REINUN 615GR60 | LB |
49,810.00 | 0007 | $0.392190 | $18,558.70 | ||||||
4003-11-0I |
STEEL REINUN 615GR60 | LB |
48,632.00 | 0007 | $0.392190 | $18,119.79 | ||||||
4028-1-0I |
STEEL, STRUCTURAL | LB |
2,589,785.00 | 0007 | $0.457790 | $1,126,320.03 | ||||||
4028-2-0I |
STEEL, STRUCTURAL | LB |
711,185.00 | 0007 | $0.457210 | $308,904.08 | ||||||
4028-3-0I |
STEEL, STRUCTURAL | LB |
663,710.00 | 0007 | $0.462160 | $291,406.05 | ||||||
4003-12-0I |
STEEL REINUN 615GR60 | LB |
34,921.00 | 0008 | $0.392190 | $13,011.20 | ||||||
4003-13-0I |
STEEL REINUN 615GR60 | LB |
30,174.00 | 0008 | $0.392190 | $11,242.52 | ||||||
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 | ||||||
4010-10-0I |
PILES | LF |
630.00 | 0009 | $27.719000 | $16,589.82 | ||||||
4010-11-0I |
PILES | LF |
3,495.00 | 0009 | $27.454000 | $91,154.14 | ||||||
4010-12-0I |
PILES | LF |
3,120.00 | 0009 | $27.454000 | $81,373.65 | ||||||
4028-4-0I |
STEEL, STRUCTURAL | LB |
642,239.00 | 0009 | $0.616970 | $376,434.96 | ||||||
4028-5-0I |
STEEL, STRUCTURAL | LB |
226,279.00 | 0009 | $0.841080 | $180,803.42 | ||||||
4028-6-0I |
STEEL, STRUCTURAL | LB |
275,195.00 | 0010 | $0.571930 | $149,522.95 | ||||||
4028-7-0I |
STEEL, STRUCTURAL | LB |
1,656,640.00 | 0010 | $0.493930 | $777,357.91 | ||||||
4028-8-0I |
STEEL, STRUCTURAL | LB |
1,567,506.00 | 0010 | $0.550130 | $819,224.15 | ||||||
2009-1-0I |
FENCE, WOVEN | LF |
9,240.00 | 0011 | $1.098540 | $9,643.03 | ||||||
2009-2-0I |
FENCE, BARB WIRE A | LF |
9,240.00 | 0011 | $0.037870 | $332.50 | ||||||
2009-3-0I |
FENCE STUD T | EACH |
800.00 | 0011 | $8.750000 | $6,650.00 | ||||||
2009-4-0I |
FENCE, HARDWARE | EACH |
10.00 | 0011 | $75.000000 | $712.50 | ||||||
2009-5-0I |
FENCE, HARDWARE | EACH |
30.00 | 0011 | $60.000000 | $1,710.00 | ||||||
4010-13-0I |
PILES | LF |
16,200.00 | 0011 | $27.454000 | $422,517.06 | ||||||
4010-14-0I |
PILES | LF |
10,200.00 | 0011 | $27.454000 | $266,029.26 | ||||||
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 | ||||||
4028-10-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $1185600.040000 | $1,126,320.03 | ||||||
4028-11-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $325162.190000 | $308,904.08 | ||||||
4028-12-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $306743.220000 | $291,406.05 | ||||||
4028-13-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $396247.330000 | $376,434.96 | ||||||
4028-14-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $190319.390000 | $180,803.42 | ||||||
4028-15-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $157392.580000 | $149,522.95 | ||||||
4028-16-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $818271.490000 | $777,357.91 | ||||||
4028-17-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $862341.220000 | $819,224.15 | ||||||
4028-18-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $226165.320000 | $214,857.05 | ||||||
4028-19-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $350980.380000 | $333,431.36 | ||||||
4028-20-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $783809.570000 | $744,619.09 | ||||||
4028-21-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $10033.750000 | $9,532.06 | ||||||
4028-22-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $48455.250000 | $46,032.48 | ||||||
4028-23-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $100365.630000 | $95,347.34 | ||||||
4038-1-0I |
STEEL, STRUCTURAL | EACH |
26.00 | 0012 | $1715.000000 | $42,360.50 | ||||||
4039-1-0I |
STEEL, STRUCTURAL | EACH |
32.00 | 0012 | $4541.000000 | $138,046.40 | ||||||
4039-2-0I |
STEEL, STRUCTURAL | EACH |
8.00 | 0012 | $3583.000000 | $27,230.80 | ||||||
4040-2-0I |
ELAST BEARING PAD | EACH |
2.00 | 0012 | $43807.495000 | $83,234.24 | ||||||
4041-2-0I |
ELAST BEARING PAD | EACH |
1.00 | 0012 | $43807.510000 | $41,617.13 | ||||||
4041-3-0I |
ELAST BEARING PAD | EACH |
6.00 | 0012 | $43807.500000 | $249,702.75 | ||||||
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 | ||||||
4028-25-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0014 | $23675.000000 | $22,576.75 | ||||||
4028-26-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0014 | $117504.710000 | $111,629.47 | ||||||
4028-27-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0014 | $1046827.120000 | $994,485.76 | ||||||
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 | ||||||
4040-4-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $1727.650000 | $6,565.08 | ||||||
4040-5-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $1557.750000 | $5,919.45 | ||||||
4040-6-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $4846.180000 | $18,415.49 | ||||||
4040-7-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $9692.360000 | $36,830.98 | ||||||
4040-8-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $5124.570000 | $19,473.36 | ||||||
4040-9-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $2466.880000 | $9,374.16 | ||||||
4041-4-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $2441.070000 | $9,276.06 | ||||||
4041-5-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $1557.750000 | $5,919.45 | ||||||
4041-6-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $4846.180000 | $18,415.49 | ||||||
4041-7-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $1842.000000 | $6,999.62 | ||||||
4041-8-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $7381.220000 | $28,048.65 | ||||||
4041-9-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $10307.050000 | $39,166.81 | ||||||
4041-10-0I |
ELAST BEARING PAD | EACH |
4.00 | 0016 | $5124.570000 | $19,473.36 | ||||||
4028-29-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $22695.790000 | $21,561.00 | ||||||
4028-30-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $12522.500000 | $11,896.37 | ||||||
4028-31-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $56000.000000 | $53,200.00 | ||||||
4028-32-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $78375.000000 | $74,456.25 | ||||||
4028-33-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $9470.000000 | $8,996.50 | ||||||
4028-34-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $47954.710000 | $45,556.97 | ||||||
4028-35-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $270889.640000 | $257,345.15 | ||||||
4028-36-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0017 | $34958.640000 | $33,210.70 | ||||||
4028-37-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0018 | $190394.970000 | $180,875.22 | ||||||
4028-38-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0018 | $151280.430000 | $143,716.40 | ||||||
4028-39-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0018 | $169077.980000 | $160,624.08 | ||||||
4028-40-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0018 | $78375.000000 | $74,456.25 | ||||||
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 | ||||||
4028-42-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0020 | $213491.080000 | $202,816.52 | ||||||
4028-43-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0020 | $212483.400000 | $201,859.23 | ||||||
4028-44-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0020 | $67133.860000 | $63,777.16 | ||||||
4028-45-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0020 | $108332.060000 | $102,915.45 | ||||||
4039-3-0I |
STEEL, STRUCTURAL | EACH |
20.00 | 0020 | $3583.000000 | $68,077.00 | ||||||
4039-4-0I |
STEEL, STRUCTURAL | EACH |
50.00 | 0020 | $3583.000000 | $136,154.00 | ||||||
4039-5-0I |
STEEL, STRUCTURAL | EACH |
53.00 | 0020 | $3583.000000 | $180,404.05 | ||||||
4039-6-0I |
STEEL, STRUCTURAL | EACH |
15.00 | 0020 | $3583.000000 | $51,057.75 | ||||||
4028-46-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $309574.090000 | $294,095.39 | ||||||
4028-47-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $39614.710000 | $37,633.97 | ||||||
4028-48-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $112744.440000 | $107,107.22 | ||||||
4028-49-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $54631.960000 | $51,900.36 | ||||||
4028-50-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0021 | $80243.550000 | $76,231.37 | ||||||
4039-7-0I |
STEEL, STRUCTURAL | EACH |
40.00 | 0021 | $3583.000000 | $136,154.00 | ||||||
4039-8-0I |
STEEL, STRUCTURAL | EACH |
10.00 | 0021 | $3583.000000 | $34,038.50 | ||||||
4028-51-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0022 | $489383.390000 | $464,914.22 | ||||||
4028-52-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0022 | $82055.340000 | $77,952.57 | ||||||
4003-15-0I |
STEEL REINUN 615GR60 | LB |
37,623.00 | 0023 | $0.392200 | $14,017.95 | ||||||
4028-53-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $137590.650000 | $130,711.12 | ||||||
4028-54-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $9486.840000 | $9,012.50 | ||||||
4028-55-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $4814.610000 | $4,573.88 | ||||||
4028-56-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $90975.720000 | $86,426.93 | ||||||
4028-57-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0023 | $298064.950000 | $283,161.70 | ||||||
4028-58-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0025 | $205817.200000 | $195,526.34 | ||||||
4028-59-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0025 | $123959.160000 | $117,761.20 | ||||||
4003-16-0I |
STEEL REINUN 615GR60 | LB |
24,916.00 | 0027 | $0.392200 | $9,283.46 | ||||||
4003-17-0I |
STEEL REINUN 615GR60 | LB |
35,959.00 | 0027 | $0.392200 | $13,397.96 | ||||||
4010-17-0I |
PILES | LF |
16,200.00 | 0027 | $27.454000 | $422,517.06 | ||||||
4010-18-0I |
PILES | LF |
2,340.00 | 0027 | $35.510000 | $78,938.73 | ||||||
8505-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0027 | $8633317.740000 | $8,201,651.85 | ||||||
8505-2-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0027 | $4311685.990000 | $4,096,101.69 | ||||||
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 | ||||||
4004-3-0I |
STEEL REINCO 615GR60 | LB |
272,911.00 | 0033 | $0.455800 | $118,173.19 | ||||||
4014-2-0I |
BICYCLE RAIL | LF |
7,429.00 | 0035 | $37.400000 | $264,446.40 | ||||||
4019-1-0I |
R S CONDUIT | LS |
1.00 | 0035 | $58212.340000 | $55,301.72 | ||||||
4020-1-0I |
R S CONDUIT | LS |
1.00 | 0035 | $27984.530000 | $26,585.30 | ||||||
4018-1-0I |
R S CONDUIT | LS |
1.00 | 0036 | $17062.240000 | $16,209.13 | ||||||
9001-1-0I |
TRAFFIC INCIDENTAL | EACH |
33.00 | 0036 | $810.964000 | $25,423.71 | ||||||
9002-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0036 | $322.960000 | $306.81 | ||||||
9003-1-0I |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0036 | $455.641000 | $5,194.31 | ||||||
9004-1-0I |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0036 | $483.794000 | $4,136.44 | ||||||
4039-10-0I |
STEEL, STRUCTURAL | EACH |
166.00 | 0038 | $3123.750000 | $518,542.50 | ||||||
4004-4-0I |
STEEL REINCO 615GR60 | LB |
325,477.05 | 0039 | $0.455800 | $140,934.80 | ||||||
4004-5-0I |
STEEL REINCO 615GR60 | LB |
445,371.05 | 0041 | $0.455800 | $192,850.11 | ||||||
4004-6-0I |
STEEL REINCO 615GR60 | LB |
285,615.99 | 0042 | $0.455800 | $123,674.57 | ||||||
9011-1-0I |
R S CONDUIT | LF |
4,325.00 | 0043 | $3.210000 | $13,189.09 | ||||||
9013-1-0I |
R S CONDUIT | LF |
180.00 | 0043 | $5.520000 | $943.92 | ||||||
4004-7-0I |
STEEL REINCO 615GR60 | LB |
197,486.20 | 0045 | $0.455800 | $85,513.49 | ||||||
4018-2-0I |
R S CONDUIT | LS |
1.00 | 0045 | $4724.280000 | $4,488.07 | ||||||
4019-2-0I |
R S CONDUIT | LS |
1.00 | 0045 | $4724.280000 | $4,488.07 | ||||||
4020-2-0I |
R S CONDUIT | LS |
1.00 | 0045 | $2607.600000 | $2,477.22 | ||||||
4034-1-0I |
R S CONDUIT | LS |
1.00 | 0045 | $4724.280000 | $4,488.07 | ||||||
4035-1-0I |
R S CONDUIT | LS |
1.00 | 0045 | $4724.280000 | $4,488.07 | ||||||
4036-1-0I |
R S CONDUIT | LS |
1.00 | 0045 | $3042.200000 | $2,890.09 | ||||||
9016-1-0I |
WIRE, ELECTRICAL | LF |
16,430.00 | 0046 | $0.387660 | $6,050.82 | ||||||
9017-1-0I |
WIRE, ELECTRICAL | LF |
13,205.00 | 0046 | $0.926340 | $11,620.76 | ||||||
4016-3-0I |
I BEAM TYP 5 | LF |
5,816.70 | 0047 | $137.800000 | $761,464.20 | ||||||
9006-1-0I |
STEEL REINUN 615GR60 | EACH |
1.00 | 0048 | $63.600000 | $60.42 | ||||||
4043-1-0I |
R S CONDUIT | LS |
1.00 | 0057 | $73949.790000 | $70,252.30 | ||||||
4025-1-0I |
STAY IN PL FORMS | CY |
3,662.00 | 0061 | $29.979300 | $104,294.99 | ||||||
4027-1-0I |
STEEL REINCO 615GR60 | LB |
223,740.00 | 0061 | $0.455800 | $96,881.67 | ||||||
4045-1-0I |
TRAFFIC INCIDENTAL | LS |
1.00 | 0064 | $15930.170000 | $15,133.66 | ||||||
9008-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0065 | $7477.000000 | $7,103.15 | ||||||
6002-1-0I |
TRAFFIC INCIDENTAL | LS |
1.00 | 0072 | $15464.730000 | $14,691.49 | ||||||
4010-1-0A |
PILES | LF |
50.25 | 0002 | $27.719000 | $-1,323.24 | ||||||
4010-2-0A |
PILES | LF |
50.25 | 0002 | $27.719000 | $-1,323.24 | ||||||
4010-3-0A |
PILES | LF |
50.25 | 0002 | $27.719000 | $-1,323.24 | ||||||
4010-1-0A |
PILES | LF |
2,349.75 | 0003 | $27.719000 | $-61,876.08 | ||||||
4010-2-0A |
PILES | LF |
2,949.75 | 0003 | $27.719000 | $-77,675.91 | ||||||
4010-3-0A |
PILES | LF |
549.75 | 0003 | $27.719000 | $-14,476.59 | ||||||
4010-4-0A |
PILES | LF |
3,000.00 | 0004 | $28.302000 | $-80,660.70 | ||||||
4003-1-0A |
STEEL REINUN 615GR60 | LB |
39,123.00 | 0005 | $0.392190 | $-14,576.83 | ||||||
4003-2-0A |
STEEL REINUN 615GR60 | LB |
41,816.00 | 0005 | $0.392200 | $-15,580.22 | ||||||
4003-3-0A |
STEEL REINUN 615GR60 | LB |
39,762.00 | 0005 | $0.392200 | $-14,814.92 | ||||||
4003-4-0A |
STEEL REINUN 615GR60 | LB |
20,298.00 | 0005 | $0.392200 | $-7,562.83 | ||||||
4003-5-0A |
STEEL REINUN 615GR60 | LB |
42,897.00 | 0005 | $0.392190 | $-15,982.99 | ||||||
4003-6-0A |
STEEL REINUN 615GR60 | LB |
40,485.00 | 0005 | $0.392200 | $-15,084.30 | ||||||
4003-7-0A |
STEEL REINUN 615GR60 | LB |
46,442.00 | 0005 | $0.392190 | $-17,303.82 | ||||||
4010-5-0A |
PILES | LB |
1,800.00 | 0005 | $28.302000 | $-48,396.42 | ||||||
4010-6-0A |
PILES | LB |
3,909.99 | 0005 | $27.454000 | $-101,977.62 | ||||||
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 | ||||||
4010-6-0A |
PILES | LB |
2,090.01 | 0006 | $27.454000 | $-54,510.18 | ||||||
4010-8-0A |
PILES | LF |
3,800.00 | 0006 | $27.719000 | $-100,065.59 | ||||||
4010-9-0A |
PILES | LF |
1,300.00 | 0006 | $27.326800 | $-33,748.59 | ||||||
4003-9-0A |
STEEL REINUN 615GR60 | LB |
48,898.00 | 0007 | $0.392200 | $-18,218.91 | ||||||
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 | ||||||
4003-12-0A |
STEEL REINUN 615GR60 | LB |
34,921.00 | 0008 | $0.392190 | $-13,011.20 | ||||||
4003-13-0A |
STEEL REINUN 615GR60 | LB |
30,174.00 | 0008 | $0.392190 | $-11,242.52 | ||||||
4003-14-0A |
STEEL REINUN 615GR60 | LB |
9,720.95 | 0009 | $0.392190 | $-3,621.92 | ||||||
4010-10-0A |
PILES | LF |
630.00 | 0009 | $27.719000 | $-16,589.82 | ||||||
4010-11-0A |
PILES | LF |
3,495.00 | 0009 | $27.454000 | $-91,154.14 | ||||||
4010-12-0A |
PILES | LF |
3,120.00 | 0009 | $27.454000 | $-81,373.65 | ||||||
4028-1-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.457790 | $0.00 | ||||||
4028-2-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.457210 | $0.00 | ||||||
4028-3-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.462160 | $0.00 | ||||||
4028-4-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.616970 | $0.00 | ||||||
4028-5-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0009 | $0.841080 | $0.00 | ||||||
4003-14-0A |
STEEL REINUN 615GR60 | LB |
13,450.05 | 0010 | $0.392190 | $-5,011.35 | ||||||
4028-1-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.457790 | $0.00 | ||||||
4028-2-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.457210 | $0.00 | ||||||
4028-3-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.462160 | $0.00 | ||||||
4028-4-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.616970 | $0.00 | ||||||
4028-5-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.841080 | $0.00 | ||||||
4028-6-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.571930 | $0.00 | ||||||
4028-7-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.493930 | $0.00 | ||||||
4028-8-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.550130 | $0.00 | ||||||
4028-9-0A |
STEEL, STRUCTURAL | LB |
0.00 | 0011 | $0.481470 | $0.00 | ||||||
4003-15-0A |
STEEL REINUN 615GR60 | LB |
37,623.00 | 0023 | $0.392200 | $-14,017.95 | ||||||
4041-2-0A |
ELAST BEARING PAD | EACH |
1.00 | 0024 | $43807.510000 | $-41,617.13 | ||||||
4041-3-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $43807.500000 | $-73,234.49 | ||||||
4041-4-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $2441.070000 | $-4,080.82 | ||||||
4041-5-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $1557.750000 | $-2,604.14 | ||||||
4041-6-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $4846.180000 | $-8,101.53 | ||||||
4041-7-0A |
ELAST BEARING PAD | EACH |
1.57 | 0024 | $1842.000000 | $-2,749.10 | ||||||
4041-8-0A |
ELAST BEARING PAD | EACH |
1.75 | 0024 | $7381.220000 | $-12,339.44 | ||||||
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 | ||||||
4003-16-0A |
STEEL REINUN 615GR60 | LB |
24,916.00 | 0027 | $0.392200 | $-9,283.46 | ||||||
4003-17-0A |
STEEL REINUN 615GR60 | LB |
35,959.00 | 0027 | $0.392200 | $-13,397.96 | ||||||
4010-14-0A |
PILES | LF |
3,013.97 | 0027 | $27.454000 | $-78,608.26 | ||||||
4010-17-0A |
PILES | LF |
3,013.97 | 0027 | $27.454000 | $-78,608.26 | ||||||
4010-18-0A |
PILES | LF |
2,340.00 | 0027 | $35.510000 | $-78,938.73 | ||||||
4004-1-0A |
DOWEL BARS, EP 615 | LB |
1,202.00 | 0028 | $0.455790 | $-520.58 | ||||||
4004-2-0A |
STEEL REINCO 615GR60 | LB |
7,090.00 | 0028 | $0.455790 | $-3,070.04 | ||||||
4010-14-0A |
PILES | LF |
7,173.27 | 0028 | $27.454000 | $-187,088.21 | ||||||
4010-17-0A |
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 | ||||||
4002-1-0A |
STAY IN PL FORMS | CUYD |
510.00 | 0033 | $69.816880 | $-33,826.28 | ||||||
4004-3-0A |
STEEL REINCO 615GR60 | LB |
167,120.75 | 0033 | $0.455800 | $-72,364.96 | ||||||
4002-1-0A |
STAY IN PL FORMS | CUYD |
9.00 | 0034 | $69.816880 | $-596.93 | ||||||
4004-3-0A |
STEEL REINCO 615GR60 | LB |
2,949.18 | 0034 | $0.455800 | $-1,277.03 | ||||||
4010-14-0A |
PILES | LF |
12.76 | 0034 | $27.454000 | $-332.80 | ||||||
4010-17-0A |
PILES | LF |
1,633.26 | 0034 | $27.454000 | $-42,597.54 | ||||||
4010-17-0A |
PILES | LF |
1,530.04 | 0035 | $27.454000 | $-39,905.43 | ||||||
4015-1-0A |
EXPANSION JOINT SEAL | LF |
64.00 | 0035 | $155.870000 | $-9,476.90 | ||||||
4039-1-0A |
STEEL, STRUCTURAL | EACH |
32.00 | 0035 | $4541.000000 | $-138,046.40 | ||||||
4039-2-0A |
STEEL, STRUCTURAL | EACH |
8.00 | 0035 | $3583.000000 | $-27,230.80 | ||||||
4039-3-0A |
STEEL, STRUCTURAL | EACH |
20.00 | 0035 | $3583.000000 | $-68,077.00 | ||||||
4039-5-0A |
STEEL, STRUCTURAL | EACH |
32.00 | 0035 | $3583.000000 | $-108,923.20 | ||||||
4039-6-0A |
STEEL, STRUCTURAL | EACH |
15.00 | 0035 | $3583.000000 | $-51,057.75 | ||||||
4039-7-0A |
STEEL, STRUCTURAL | EACH |
32.00 | 0035 | $3583.000000 | $-108,923.20 | ||||||
4039-8-0A |
STEEL, STRUCTURAL | EACH |
10.00 | 0035 | $3583.000000 | $-34,038.50 | ||||||
4039-9-0A |
STEEL, STRUCTURAL | EACH |
28.00 | 0035 | $3583.000000 | $-95,307.80 | ||||||
4010-17-0A |
PILES | LF |
1,808.34 | 0037 | $27.454000 | $-47,163.86 | ||||||
4018-1-0A |
R S CONDUIT | LS |
0.11 | 0037 | $17062.240000 | $-1,847.84 | ||||||
4019-1-0A |
R S CONDUIT | LS |
0.11 | 0037 | $58212.340000 | $-6,304.40 | ||||||
4039-5-0A |
STEEL, STRUCTURAL | EACH |
8.00 | 0037 | $3583.000000 | $-27,230.80 | ||||||
4039-7-0A |
STEEL, STRUCTURAL | EACH |
8.00 | 0037 | $3583.000000 | $-27,230.80 | ||||||
4017-3-0A |
I BEAM, TYPE 8 | LF |
3,391.29 | 0038 | $164.840600 | $-531,071.17 | ||||||
4039-10-0A |
STEEL, STRUCTURAL | EACH |
16.00 | 0038 | $3123.750000 | $-49,980.00 | ||||||
4039-10-0A |
STEEL, STRUCTURAL | EACH |
24.00 | 0040 | $3123.750000 | $-74,970.00 | ||||||
4002-1-0A |
STAY IN PL FORMS | CUYD |
640.00 | 0041 | $69.816880 | $-42,448.67 | ||||||
4004-5-0A |
STEEL REINCO 615GR60 | LB |
284,029.06 | 0041 | $0.455800 | $-122,987.42 | ||||||
4018-1-0A |
R S CONDUIT | LS |
0.14 | 0041 | $17062.240000 | $-2,366.53 | ||||||
4019-1-0A |
R S CONDUIT | LS |
0.14 | 0041 | $58212.340000 | $-8,074.05 | ||||||
4010-17-0A |
PILES | LF |
1,041.12 | 0042 | $27.454000 | $-27,153.76 | ||||||
4039-10-0A |
STEEL, STRUCTURAL | EACH |
8.00 | 0043 | $3123.750000 | $-24,990.00 | ||||||
4002-1-0A |
STAY IN PL FORMS | CUYD |
10.20 | 0044 | $69.816880 | $-676.53 | ||||||
4004-6-0A |
STEEL REINCO 615GR60 | LB |
284,016.78 | 0044 | $0.455800 | $-122,982.10 | ||||||
2009-6-0A |
FENCE, WOVEN | LF |
2,640.00 | 0045 | $2.255440 | $-5,656.65 | ||||||
4018-1-0A |
R S CONDUIT | LS |
0.25 | 0045 | $17062.240000 | $-4,117.12 | ||||||
4018-2-0A |
R S CONDUIT | LS |
0.34 | 0045 | $4724.280000 | $-1,540.49 | ||||||
4019-1-0A |
R S CONDUIT | LS |
0.25 | 0045 | $58212.340000 | $-14,046.64 | ||||||
4019-2-0A |
R S CONDUIT | LS |
0.34 | 0045 | $4724.280000 | $-1,540.49 | ||||||
9011-1-0A |
R S CONDUIT | LF |
2,452.00 | 0045 | $3.210000 | $-7,477.38 | ||||||
4004-7-0A |
STEEL REINCO 615GR60 | LB |
4,204.33 | 0046 | $0.455800 | $-1,820.52 | ||||||
9011-1-0A |
R S CONDUIT | LF |
1,873.00 | 0046 | $3.210000 | $-5,711.71 | ||||||
4004-7-0A |
STEEL REINCO 615GR60 | LB |
898.52 | 0047 | $0.455800 | $-389.07 | ||||||
4016-3-0A |
I BEAM TYP 5 | LF |
1,454.18 | 0047 | $137.800000 | $-190,366.70 | ||||||
4039-10-0A |
STEEL, STRUCTURAL | EACH |
16.00 | 0047 | $3123.750000 | $-49,980.00 | ||||||
9001-1-0A |
TRAFFIC INCIDENTAL | EACH |
16.00 | 0047 | $810.964000 | $-12,326.65 | ||||||
9002-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0047 | $322.960000 | $-306.81 | ||||||
9003-1-0A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0047 | $455.641000 | $-3,462.87 | ||||||
9004-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0047 | $483.794000 | $-3,217.23 | ||||||
9016-1-0A |
WIRE, ELECTRICAL | LF |
2,849.00 | 0047 | $0.387660 | $-1,049.23 | ||||||
4004-7-0A |
STEEL REINCO 615GR60 | LB |
192,383.35 | 0048 | $0.455800 | $-83,303.90 | ||||||
4016-3-0A |
I BEAM TYP 5 | LF |
4,362.52 | 0048 | $137.800000 | $-571,097.50 | ||||||
4039-10-0A |
STEEL, STRUCTURAL | EACH |
24.00 | 0048 | $3123.750000 | $-74,970.00 | ||||||
9001-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0048 | $810.964000 | $-3,852.08 | ||||||
9003-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0048 | $455.641000 | $-1,731.44 | ||||||
9004-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0048 | $483.794000 | $-459.60 | ||||||
9016-1-0A |
WIRE, ELECTRICAL | LF |
860.00 | 0048 | $0.387660 | $-316.72 | ||||||
4038-1-0A |
STEEL, STRUCTURAL | EACH |
4.00 | 0049 | $1715.000000 | $-6,517.00 | ||||||
4039-10-0A |
STEEL, STRUCTURAL | EACH |
12.00 | 0049 | $3123.750000 | $-37,485.00 | ||||||
4040-2-0A |
ELAST BEARING PAD | EACH |
2.00 | 0049 | $43807.495000 | $-83,234.24 | ||||||
4040-3-0A |
ELAST BEARING PAD | EACH |
3.99 | 0049 | $3425.000000 | $-13,014.97 | ||||||
4040-4-0A |
ELAST BEARING PAD | EACH |
3.99 | 0049 | $1727.650000 | $-6,565.06 | ||||||
4040-5-0A |
ELAST BEARING PAD | EACH |
3.99 | 0049 | $1557.750000 | $-5,919.44 | ||||||
4040-6-0A |
ELAST BEARING PAD | EACH |
3.99 | 0049 | $4846.180000 | $-18,415.44 | ||||||
4040-7-0A |
ELAST BEARING PAD | EACH |
3.99 | 0049 | $9692.360000 | $-36,830.89 | ||||||
4040-8-0A |
ELAST BEARING PAD | EACH |
3.99 | 0049 | $5124.570000 | $-19,473.31 | ||||||
4040-9-0A |
ELAST BEARING PAD | EACH |
3.99 | 0049 | $2466.880000 | $-9,374.14 | ||||||
9013-1-0A |
R S CONDUIT | LF |
60.00 | 0049 | $5.520000 | $-314.64 | ||||||
4038-1-0A |
STEEL, STRUCTURAL | EACH |
6.00 | 0052 | $1715.000000 | $-9,775.50 | ||||||
4039-10-0A |
STEEL, STRUCTURAL | EACH |
18.00 | 0052 | $3123.750000 | $-56,227.50 | ||||||
4038-1-0A |
STEEL, STRUCTURAL | EACH |
16.00 | 0054 | $1715.000000 | $-26,068.00 | ||||||
4039-10-0A |
STEEL, STRUCTURAL | EACH |
32.00 | 0054 | $3123.750000 | $-99,960.00 | ||||||
4018-1-0A |
R S CONDUIT | LS |
0.48 | 0061 | $17062.240000 | $-7,877.64 | ||||||
4018-2-0A |
R S CONDUIT | LS |
0.65 | 0061 | $4724.280000 | $-2,947.58 | ||||||
4019-1-0A |
R S CONDUIT | LS |
0.48 | 0061 | $58212.340000 | $-26,876.64 | ||||||
4019-2-0A |
R S CONDUIT | LS |
0.65 | 0061 | $4724.280000 | $-2,947.58 | ||||||
4020-1-0A |
R S CONDUIT | LS |
0.22 | 0061 | $27984.530000 | $-5,848.77 | ||||||
4020-2-0A |
R S CONDUIT | LS |
0.22 | 0061 | $2607.600000 | $-544.99 | ||||||
4043-1-0A |
R S CONDUIT | LS |
0.28 | 0061 | $73949.790000 | $-19,670.64 | ||||||
4043-1-0A |
R S CONDUIT | LS |
0.60 | 0066 | $73949.790000 | $-42,151.38 | ||||||
4025-1-0A |
STAY IN PL FORMS | CY |
471.34 | 0067 | $29.979300 | $-13,424.15 | ||||||
4027-1-0A |
STEEL REINCO 615GR60 | LB |
181,585.00 | 0067 | $0.455800 | $-78,628.13 | ||||||
4020-1-0A |
R S CONDUIT | LS |
0.28 | 0068 | $27984.530000 | $-7,443.88 | ||||||
4020-2-0A |
R S CONDUIT | LS |
0.28 | 0068 | $2607.600000 | $-693.62 | ||||||
4025-1-0A |
STAY IN PL FORMS | CY |
419.53 | 0068 | $29.979300 | $-11,948.61 | ||||||
4027-1-0A |
STEEL REINCO 615GR60 | LB |
42,155.00 | 0068 | $0.455800 | $-18,253.54 | ||||||
4025-1-0A |
STAY IN PL FORMS | CY |
605.99 | 0069 | $29.979300 | $-17,258.80 | ||||||
4034-1-0A |
R S CONDUIT | LS |
0.16 | 0069 | $4724.280000 | $-749.51 | ||||||
4035-1-0A |
R S CONDUIT | LS |
0.21 | 0069 | $4724.280000 | $-969.42 | ||||||
4025-1-0A |
STAY IN PL FORMS | CY |
233.07 | 0070 | $29.979300 | $-6,638.17 | ||||||
4034-1-0A |
R S CONDUIT | LS |
0.26 | 0070 | $4724.280000 | $-1,171.39 | ||||||
4035-1-0A |
R S CONDUIT | LS |
0.06 | 0070 | $4724.280000 | $-273.77 | ||||||
4025-1-0A |
STAY IN PL FORMS | CY |
481.38 | 0071 | $29.979300 | $-13,710.03 | ||||||
4025-1-0A |
STAY IN PL FORMS | CY |
478.58 | 0072 | $29.979300 | $-13,630.35 | ||||||
4025-1-0A |
STAY IN PL FORMS | CY |
681.30 | 0073 | $29.979300 | $-19,403.88 | ||||||
4034-1-0A |
R S CONDUIT | LS |
0.03 | 0073 | $4724.280000 | $-134.64 | ||||||
4035-1-0A |
R S CONDUIT | LS |
0.03 | 0073 | $4724.280000 | $-134.64 | ||||||
4022-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0074 | $331.780000 | $-945.57 | ||||||
4025-1-0A |
STAY IN PL FORMS | CY |
112.49 | 0074 | $29.979300 | $-3,203.87 | ||||||
4031-1-0A |
PIPE, SLOT. TYPE I | LF |
225.00 | 0074 | $53.960000 | $-11,534.73 | ||||||
4042-1-0A |
STEEL, STRUCTURAL | LF |
139.00 | 0074 | $1467.625890 | $-193,800.00 | ||||||
4042-2-0A |
STEEL, STRUCTURAL | LF |
139.00 | 0074 | $612.874000 | $-80,930.03 | ||||||
4014-1-0A |
BICYCLE RAIL | LF |
2,300.00 | 0075 | $37.467000 | $-81,865.91 | ||||||
4014-2-0A |
BICYCLE RAIL | LF |
2,300.00 | 0075 | $37.400000 | $-81,871.95 | ||||||
4020-1-0A |
R S CONDUIT | LS |
0.50 | 0075 | $27984.530000 | $-13,292.65 | ||||||
4020-2-0A |
R S CONDUIT | LS |
0.50 | 0075 | $2607.600000 | $-1,238.61 | ||||||
4025-1-0A |
STAY IN PL FORMS | CY |
178.26 | 0075 | $29.979300 | $-5,077.13 | ||||||
4033-1-0A |
BICYCLE RAIL | LF |
1,200.00 | 0075 | $37.476000 | $-42,722.39 | ||||||
4034-1-0A |
R S CONDUIT | LS |
0.54 | 0075 | $4724.280000 | $-2,432.53 | ||||||
4035-1-0A |
R S CONDUIT | LS |
0.69 | 0075 | $4724.280000 | $-3,110.23 | ||||||
4036-1-0A |
R S CONDUIT | LS |
1.00 | 0075 | $3042.200000 | $-2,890.09 | ||||||
9008-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0075 | $7477.000000 | $-7,103.15 | ||||||
9013-1-0A |
R S CONDUIT | LF |
100.00 | 0075 | $5.520000 | $-524.40 | ||||||
9016-1-0A |
WIRE, ELECTRICAL | LF |
845.00 | 0075 | $0.387660 | $-311.20 | ||||||
4033-1-0A |
BICYCLE RAIL | LF |
600.00 | 0077 | $37.476000 | $-21,361.19 | ||||||
4045-1-0A |
TRAFFIC INCIDENTAL | LS |
0.50 | 0078 | $15930.170000 | $-7,566.83 | ||||||
9017-1-0A |
WIRE, ELECTRICAL | LF |
8,800.00 | 0078 | $0.926340 | $-7,744.24 | ||||||
9016-1-0A |
WIRE, ELECTRICAL | LF |
2,070.00 | 0080 | $0.387660 | $-762.34 | ||||||
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 | ||||||
4028-140C |
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 | ||||||
4028-470C |
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 | ||||||
4028-500C |
STEEL, STRUCTURAL | LS |
0.00 | 0026 | $76231.370000 | $-76,231.37 | ||||||
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 | ||||||
4028-550C |
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 | ||||||
4039-50C |
STEEL, STRUCTURAL | EACH |
0.00 | 0038 | $3403.850000 | $-44,250.05 | ||||||
4004-30C |
STEEL REINCO 615GR60 | LB |
0.00 | 0039 | $0.433010 | $-44,531.20 | ||||||
4041-30C |
ELAST BEARING PAD | EACH |
0.00 | 0039 | $41617.125000 | $-176,468.26 | ||||||
4041-40C |
ELAST BEARING PAD | EACH |
0.00 | 0039 | $2319.015000 | $-5,195.24 | ||||||
4041-50C |
ELAST BEARING PAD | EACH |
0.00 | 0039 | $1479.862500 | $-3,315.31 | ||||||
4041-60C |
ELAST BEARING PAD | EACH |
0.00 | 0039 | $4603.872500 | $-10,313.96 | ||||||
4041-70C |
ELAST BEARING PAD | EACH |
0.00 | 0039 | $1749.905000 | $-4,250.52 | ||||||
4041-80C |
ELAST BEARING PAD | EACH |
0.00 | 0039 | $7012.162500 | $-15,709.21 | ||||||
4041-90C |
ELAST BEARING PAD | EACH |
0.00 | 0039 | $9791.702500 | $-21,936.16 | ||||||
4041-100C |
ELAST BEARING PAD | EACH |
0.00 | 0039 | $4868.340000 | $-10,906.44 | ||||||
4004-40C |
STEEL REINCO 615GR60 | LB |
0.00 | 0041 | $0.433010 | $-140,934.80 | ||||||
4004-50C |
STEEL REINCO 615GR60 | LB |
0.00 | 0042 | $0.433010 | $-69,862.69 | ||||||
4004-60C |
STEEL REINCO 615GR60 | LB |
0.00 | 0045 | $0.433010 | $-692.47 | ||||||
4016-10C |
I BEAM TYP 5 | LF |
0.00 | 0047 | $130.909999 | $-698,588.12 | ||||||
4016-20C |
I BEAM TYP 5 | LF |
0.00 | 0047 | $130.909994 | $-62,876.07 | ||||||
SUBTOT | $365,724.40 |
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 | 0.000 | 0.000 | 0.000 | 61.08 | 0.00 | |||
1002 | JPC PAVEMENT-11 IN | 02071 | SQYD | 11,156.00 | 0.000 | 0.000 | 0.000 | 55.81 | 0.00 | |||
1003 | JPC PAVEMENT-11 IN SHLD | 02072 | SQYD | 2,745.00 | 0.000 | 0.000 | 0.000 | 51.13 | 0.00 | |||
1004 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 83.00 | 292.860 | 292.860 | 292.860 | 65.00 | 19,035.90 | |||
1005 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 91.00 | 951.390 | 951.390 | 951.390 | 65.00 | 61,840.35 | |||
1007 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 19.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
1009 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 199.00 | 523.670 | 523.570 | 523.570 | 60.00 | 31,414.20 | |||
1010 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 716.00 | 5,303.830 | 5,303.830 | 5,303.830 | 60.00 | 318,229.80 | |||
1012 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 2,587.00 | 3,749.050 | 1,424.950 | 1,424.950 | 45.00 | 64,122.75 | |||
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 | 12,000.000 | 11,083.920 | 11,083.920 | 16.50 | 182,884.68 | |||
1015 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 13,327.00 | 12,200.000 | 11,500.000 | 11,500.000 | 2.42 | 27,830.00 | |||
1016 | CEMENT | 02542 | TON | 261.00 | 206.840 | 206.840 | 206.840 | 105.00 | 21,718.20 | |||
1017 | ASPHALT CURING SEAL | 00358 | TON | 24.00 | 19.764 | 19.764 | 19.764 | 625.75 | 12,367.32 | |||
1020 | SAND FOR BLOTTER | 02702 | TON | 33.00 | 41.890 | 41.890 | 41.890 | 40.23 | 1,685.23 | |||
1021 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 5.00 | 5.600 | 1.270 | 1.270 | 873.83 | 1,109.76 | |||
1022 | ASPHALT SEAL AGGREGATE | 00100 | TON | 39.00 | 44.000 | 22.030 | 22.030 | 75.82 | 1,670.31 | |||
1023 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 2,669.00 | 2,669.000 | 17,256.520 | 17,256.520 | 1.00 | 17,256.52 | |||
8019 | NON-SPEC MATERIAL JPC Self Leveling Silicone | 10070NS | DOLL | 0.00 | 0.001 | -2,600.000 | -2,600.000 | 1.00 | -2,600.00 | |||
8516 | JPC PAVEMENT-11 IN | 02071 | SQYD | 0.00 | 7,877.000 | 7,877.000 | 7,877.000 | 74.72 | 588,569.44 | |||
8517 | JPC PAVEMENT-8 IN | 02084 | SQYD | 0.00 | 643.000 | -543.000 | 1,186.000 | 643.000 | 74.80 | -40,616.40 | 48,096.40 | |
8534 | JPC PAVEMENT-8 IN | 02084 | SQYD | 0.00 | 543.000 | 543.000 | 0.000 | 543.000 | 80.85 | 43,901.55 | 43,901.55 | |
8535 | MOBILIZATION US 62 South Access Road | 02568 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,075.00 | 4,075.00 | 4,075.00 | |
8536 | MAINTAIN & CONTROL TRAFFIC US 62 SOUTH ACCESS ROAD | 02650 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 10,000.00 | 10,000.00 | 10,000.00 | |
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 | 143.000 | 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 | 3.000 | 3.000 | 537.34 | 1,612.02 | |||
2006 | REMOVE PAVEMENT | 02091 | SQYD | 903.00 | 1,091.000 | 1,091.000 | 1,091.000 | 2.85 | 3,109.35 | |||
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 | 3,287.910 | 3,287.910 | 26.16 | 86,011.72 | |||
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 | 1,320.000 | 1,320.000 | 4.30 | 5,676.00 | |||
2015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,437.50 | 1,437.500 | 1,250.000 | 1,250.000 | 17.44 | 21,800.00 | |||
2016 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 55.00 | 55.00 | |||
2017 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
2018 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,156.00 | 2,156.00 | |||
2019 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,550.00 | 5,550.00 | |||
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 | 3,551.310 | 3,551.310 | 19.20 | 68,185.15 | |||
2026 | CHANNEL LINING CLASS III | 02484 | TON | 130.00 | 130.000 | 61.680 | 61.680 | 16.79 | 1,035.60 | |||
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 | 4,066.000 | 4,066.000 | 1.74 | 7,074.84 | |||
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 | 0.900 | 0.900 | 40,000.00 | 36,000.00 | |||
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 | 0.950 | 0.950 | 60,000.00 | 57,000.00 | |||
2043 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,884.00 | 15,421.990 | 14,400.000 | 14,400.000 | 1.00 | 14,400.00 | |||
2044 | TEMP MULCH | 05952 | SQYD | 111,852.00 | 111,852.000 | 20,440.000 | 20,440.000 | 0.15 | 3,066.00 | |||
2045 | SEEDING AND PROTECTION | 05985 | SQYD | 78,456.00 | 78,456.000 | 7,600.000 | 7,600.000 | 0.28 | 2,128.00 | |||
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 | 0.000 | 0.000 | 0.000 | 2.96 | 0.00 | |||
2049 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 10,484.00 | 0.000 | 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 | 2,491.310 | 2,491.310 | 21.60 | 53,812.29 | |||
2058 | CONCRETE-CLASS A | 08100 | CUYD | 3.51 | 4.260 | 0.750 | 3.510 | 4.260 | 498.58 | 373.93 | 2,123.95 | |
2059 | STEEL REINFORCEMENT | 08150 | LB | 163.00 | 170.000 | 7.000 | 163.000 | 170.000 | 0.69 | 4.83 | 117.30 | |
2060 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
2061 | FUEL ADJUSTMENT | 10020NS | DOLL | 19,293.00 | 19,293.000 | 26,117.660 | 26,117.660 | 1.00 | 26,117.66 | |||
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 | 142.500 | 142.500 | 16.00 | 2,280.00 | |||
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 | 0.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
2067 | CONC MEDIAN BARRIER WALL TY 14C | 23877EC | LF | 151.50 | 431.400 | 431.400 | 431.400 | 51.00 | 22,001.40 | |||
8514 | REMOVE PCC PAVEMENT US 62 N Pavement Removal | 02058 | SQYD | 0.00 | 2,477.000 | 2,477.000 | 2,477.000 | 18.81 | 46,592.37 | |||
8515 | LANE CLOSURE US 62 N Lane Closure | 02653 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,310.00 | 4,620.00 | |||
8518 | PAVE STRIPING-TEMP REM TAPE-W US 62 N | 06550 | LF | 0.00 | 2,500.000 | 1,928.000 | 1,928.000 | 1.43 | 2,757.04 | |||
8519 | PAVE STRIPING-TEMP PAINT-4 IN US 62 N/Crossover | 06510 | LF | 0.00 | 3,000.000 | 2,726.000 | 2,726.000 | 0.29 | 790.54 | |||
8526 | STANDARD INTEGRAL CURB MOD | 01831 | LF | 0.00 | 50.000 | 50.000 | 0.000 | 50.000 | 50.18 | 2,509.00 | 2,509.00 | |
8538 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 20,968.000 | 0.000 | 0.000 | 0.37 | 0.00 | |||
Project | DE07300601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0003 DRAINAGE | |||||||
3001 | ENTRANCE PIPE-15 IN | 00440 | LF | 96.00 | 75.000 | 75.000 | 75.000 | 37.07 | 2,780.25 | |||
3002 | CULVERT PIPE-18 IN | 00462 | LF | 127.00 | 167.000 | 167.000 | 167.000 | 46.15 | 7,707.05 | |||
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 | 55.000 | 55.000 | 151.36 | 8,324.80 | |||
3005 | STORM SEWER PIPE-15 IN | 00521 | LF | 206.00 | 206.000 | 206.000 | 206.000 | 27.52 | 5,669.12 | |||
3006 | STORM SEWER PIPE-18 IN | 00522 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 38.13 | 2,364.06 | |||
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 | 1.000 | 1.000 | 6,284.79 | 6,284.79 | |||
3009 | CONC MED BARR BOX INLET TY 14B1 | 01616 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,284.79 | 18,854.37 | |||
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 | 1,383.000 | 1,383.000 | 1,383.000 | 7.00 | 9,681.00 | |||
3021 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 100.00 | 139.000 | 139.000 | 139.000 | 20.00 | 2,780.00 | |||
3022 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 650.00 | 1,300.00 | |||
3023 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
3024 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 4.00 | 3.000 | 3.000 | 3.000 | 725.00 | 2,175.00 | |||
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 | |||
8533 | DROP BOX INLET TYPE 14 | 01577 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,300.00 | 4,300.00 | 4,300.00 | |
8541 | SPECIAL HEADER CURB | 01877 | LF | 0.00 | 235.000 | 235.000 | 0.000 | 235.000 | 6.35 | 1,492.25 | 1,492.25 | |
8542 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,375.00 | 4,375.00 | 4,375.00 | |
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 | 0.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
7002 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
7003 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 718.00 | 718.000 | 718.000 | 718.000 | 21.00 | 15,078.00 | |||
7004 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 375.00 | 331.900 | 287.840 | 287.840 | 18.00 | 5,181.12 | |||
7005 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 47.00 | 59.330 | 45.000 | 45.000 | 18.00 | 810.00 | |||
7006 | STEEL POST TYPE 1 | 06410 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 7.85 | 596.60 | |||
7007 | STEEL POST TYPE 2 | 06411 | LF | 636.00 | 636.000 | 636.000 | 636.000 | 6.50 | 4,134.00 | |||
8528 | GMSS GALV STEEL TYPE C | 06441 | LB | 0.00 | 1,584.000 | 1,584.000 | 0.000 | 1,584.000 | 6.00 | 9,504.00 | 9,504.00 | |
8529 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 0.00 | 450.000 | 450.000 | 0.000 | 450.000 | 2.25 | 1,012.50 | 1,012.50 | |
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 | 1,342.000 | 1,342.000 | 6.61 | 8,870.62 | |||
8002 | CONDUIT-2 IN | 04795 | LF | 665.00 | 665.000 | 1,655.000 | 1,655.000 | 8.81 | 14,580.55 | |||
8003 | JUNCTION BOX TYPE B | 04811 | EACH | 20.00 | 20.000 | 9.000 | 9.000 | 587.74 | 5,289.66 | |||
8004 | TRENCHING AND BACKFILLING | 04820 | LF | 1,990.00 | 1,990.000 | 1,563.000 | 1,563.000 | 4.03 | 6,298.89 | |||
8005 | LOOP WIRE | 04830 | LF | 3,130.00 | 3,130.000 | 5,600.000 | 5,600.000 | 0.25 | 1,400.00 | |||
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 | 950.000 | 950.000 | 5.92 | 5,624.00 | |||
8009 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,485.00 | 1,485.000 | 1,680.000 | 1,680.000 | 6.38 | 10,718.40 | |||
8010 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,793.19 | 5,586.38 | |||
8011 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 1,060.02 | 12,720.24 | |||
8012 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 115.41 | 923.28 | |||
8013 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 222.83 | 2,673.96 | |||
8014 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 197.57 | 197.57 | |||
8015 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,002.49 | 2,004.98 | |||
8016 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 3,853.22 | 15,412.88 | |||
8017 | ADVANCED WARNING BEACON | 22765NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,914.45 | 5,828.90 | |||
8018 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 50.25 | 50.250 | 50.250 | 50.250 | 424.42 | 21,327.10 | |||
Project | DE07300601099 | Fed/State Project Number | BRO 0601 (159) | Category | 0009 LIGHTING | |||||||
8523 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 0.00 | 3.000 | 3.000 | 0.000 | 3.000 | 1,980.00 | 5,940.00 | 5,940.00 | |
9001 | POLE 40 FT MTG HT | 04701 | EACH | 22.00 | 22.000 | 15.000 | 15.000 | 1,782.44 | 26,736.60 | |||
9002 | BRACKET 8 FT | 04722 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 717.89 | 1,435.78 | |||
9003 | BRACKET 10 FT | 04723 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 717.08 | 3,585.40 | |||
9004 | BRACKET 12 FT | 04724 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 716.23 | 3,581.15 | |||
9005 | BRACKET 15 FT | 04725 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 716.42 | 1,432.84 | |||
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 | 14.000 | 14.000 | 848.85 | 11,883.90 | |||
9010 | TRANSFORMER BASE | 04750 | EACH | 14.00 | 14.000 | 11.000 | 11.000 | 297.30 | 3,270.30 | |||
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 | 44.000 | 44.000 | 68.26 | 3,003.44 | |||
9013 | CONDUIT-1 1/4 IN | 04793 | LF | 2,565.00 | 2,565.000 | 2,296.000 | 2,296.000 | 8.65 | 19,860.40 | |||
9014 | CONDUIT-2 IN | 04795 | LF | 145.00 | 145.000 | 343.000 | 343.000 | 14.28 | 4,898.04 | |||
9015 | CONDUIT-3 IN | 04797 | LF | 100.00 | 100.000 | 65.000 | 65.000 | 19.60 | 1,274.00 | |||
9016 | TRENCHING AND BACKFILLING | 04820 | LF | 2,810.00 | 2,810.000 | 2,249.000 | 2,249.000 | 4.01 | 9,018.49 | |||
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 | 6,060.000 | 6,060.000 | 0.87 | 5,272.20 | |||
9019 | WIRE-NO. 4 | 04835 | LF | 9,725.00 | 9,725.000 | 7,926.000 | 7,926.000 | 0.91 | 7,212.66 | |||
9020 | HPS LUMINAIRE 400 WATT | 20993ND | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 838.35 | 6,706.80 | |||
9021 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 570.56 | 2,282.24 | |||
SUBTOT | $46,871.66 |
$67,292,743.09 |
||||||||||
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 | ||||||
9001-1-0I |
TRAFFIC INCIDENTAL | EACH |
22.00 | 0036 | $810.964000 | $16,949.14 | ||||||
9002-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0036 | $322.960000 | $613.62 | ||||||
9003-1-0I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0036 | $469.082000 | $2,228.14 | ||||||
9004-1-0I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0036 | $455.642000 | $2,164.30 | ||||||
9005-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0036 | $483.795000 | $919.21 | ||||||
8001-1-0I |
R S CONDUIT | LF |
1,325.00 | 0043 | $3.210000 | $4,040.59 | ||||||
8002-1-0I |
R S CONDUIT | LF |
665.00 | 0043 | $4.170000 | $2,634.40 | ||||||
9013-1-0I |
R S CONDUIT | LF |
2,565.00 | 0043 | $3.210000 | $7,821.97 | ||||||
9014-1-0I |
R S CONDUIT | LF |
145.00 | 0043 | $4.170000 | $574.42 | ||||||
9015-1-0I |
R S CONDUIT | LF |
100.00 | 0043 | $5.520000 | $524.40 | ||||||
9018-1-0I |
WIRE, ELECTRICAL | LF |
6,060.00 | 0046 | $0.606360 | $3,490.82 | ||||||
9019-1-0I |
WIRE, ELECTRICAL | LF |
9,725.00 | 0046 | $0.926340 | $8,558.27 | ||||||
8011-1-0I |
CONC AGG - FINE | EACH |
12.00 | 0048 | $533.107000 | $6,077.42 | ||||||
9008-1-0I |
STEEL REINUN 615GR60 | EACH |
8.00 | 0048 | $63.600000 | $483.36 | ||||||
2014-1-0A |
FENCE, WOVEN | LF |
1,320.00 | 0044 | $2.239070 | $-2,807.81 | ||||||
8001-1-0A |
R S CONDUIT | LF |
316.00 | 0044 | $3.210000 | $-963.64 | ||||||
8002-1-0A |
R S CONDUIT | LF |
159.00 | 0044 | $4.170000 | $-629.88 | ||||||
9014-1-0A |
R S CONDUIT | LF |
145.00 | 0044 | $4.170000 | $-574.42 | ||||||
8001-1-0A |
R S CONDUIT | LF |
360.00 | 0045 | $3.210000 | $-1,097.82 | ||||||
9013-1-0A |
R S CONDUIT | LF |
22.00 | 0046 | $3.210000 | $-67.09 | ||||||
9013-1-0A |
R S CONDUIT | LF |
349.00 | 0049 | $3.210000 | $-1,064.28 | ||||||
9013-1-0A |
R S CONDUIT | LF |
1,405.00 | 0054 | $3.210000 | $-4,284.55 | ||||||
9015-1-0A |
R S CONDUIT | LF |
65.00 | 0054 | $5.520000 | $-340.86 | ||||||
9008-1-0A |
STEEL REINUN 615GR60 | EACH |
6.00 | 0055 | $63.600000 | $-362.52 | ||||||
9013-1-0A |
R S CONDUIT | LF |
75.00 | 0055 | $3.210000 | $-228.71 | ||||||
8011-1-0A |
CONC AGG - FINE | EACH |
12.00 | 0073 | $533.107000 | $-6,077.42 | ||||||
8001-1-0A |
R S CONDUIT | LF |
649.00 | 0074 | $3.210000 | $-1,979.13 | ||||||
8002-1-0A |
R S CONDUIT | LF |
506.00 | 0074 | $4.170000 | $-2,004.52 | ||||||
9013-1-0A |
R S CONDUIT | LF |
205.00 | 0075 | $3.210000 | $-625.15 | ||||||
9001-1-0A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0079 | $810.964000 | $-6,163.32 | ||||||
9003-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0079 | $469.082000 | $-891.26 | ||||||
9004-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0079 | $455.642000 | $-1,731.44 | ||||||
9005-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0079 | $483.795000 | $-919.21 | ||||||
9018-1-0A |
WIRE, ELECTRICAL | LF |
6,060.00 | 0079 | $0.606360 | $-3,490.82 | ||||||
9019-1-0A |
WIRE, ELECTRICAL | LF |
4,476.00 | 0079 | $0.926340 | $-3,939.00 | ||||||
9001-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0080 | $810.964000 | $-5,392.91 | ||||||
9002-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0080 | $322.960000 | $-613.62 | ||||||
9003-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0080 | $469.082000 | $-1,336.88 | ||||||
9004-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0080 | $455.642000 | $-432.86 | ||||||
9008-1-0A |
STEEL REINUN 615GR60 | EACH |
2.00 | 0080 | $63.600000 | $-120.84 | ||||||
9013-1-0A |
R S CONDUIT | LF |
240.00 | 0080 | $3.210000 | $-731.88 | ||||||
9019-1-0A |
WIRE, ELECTRICAL | LF |
3,450.00 | 0080 | $0.926340 | $-3,036.10 | ||||||
SUBTOT | $11,077.02 |