Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:09/15/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 061062 | Estimate Number | 0110 | Estimate Type FINAL | |||
District Office | PIKEVILLE (12300) Weddington, Derrick P. | ||||||
Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code VC0000008887 | |||||
P O BOX 12530 | |||||||
LEXINGTON , KY , 40583 | |||||||
Pay Period | 10/24/2011 TO 08/14/2017 | ||||||
Date Approved | 09/06/2017 | ||||||
Primary Proj Number | DE098046006W2 | ||||||
Project No. | APD 80-6 (21) | ||||||
Primary County | PIKE | ||||||
Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||||||
Description | FROM EAST OF BEAVER BOTTOM TO BEAVER CREEK NEAR FLAT FORK | ||||||
Date Let | 12/15/2006 | Formal Acceptance | 08/08/2011 | ||||
Date Awarded | 12/20/2006 | Date Work Began | 01/31/2007 | ||||
Date Contract Executed | 01/05/2006 | Open To Traffic | 04/07/2011 | ||||
Date NTP Issued | 01/05/2007 | Actual Completion Date | 04/07/2011 | ||||
Current Contract Amount | $35,518,261.75 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $32,253,790.15 |
Total Earnings | $34,809,651.60 |
$34,695,776.63 |
$113,874.97 |
|
Percent Complete | 98.00 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
Funds Available | $708,610.14 |
Gross Earnings | $34,809,651.61 |
$34,695,776.64 |
$113,874.97 |
|
Total Change Orders | $3,264,471.60 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $34,809,651.61 |
$34,695,776.64 |
$113,874.97 |
|||
Contract Id | 061062 | Change Order Summary |
County | PIKE | ||||||
Estimate Nbr | 0110 | Project Number | APD 80-6 (21) | |||||||
Contractor | BIZZACK CONSTRUCTION LLC | Period | 10/24/2011 TO 08/14/2017 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Right of Way Purchase | Approved | 06/18/2007 | $148,893.00 | 2.0 | |||||
002 | Mass Concrete and Extra Yardage | Approved | 08/22/2008 | $358,222.77 | 5.0 | |||||
003 | Fuel Adjustment and Mass Concrete | Approved | 04/06/2009 | $681,274.12 | 1.0 | |||||
004 | Mass Concrete and 48 inch encasement pipe (salvage) | Approved | 06/05/2009 | $8,506.47 | 1.0 | |||||
005 | Roadway Excavation and Mass Concrete | Approved | 10/02/2009 | $446,050.49 | 6.0 | |||||
006 | Mass Concrete -MSE Wall - Cost Pluse Excavation | Approved | 08/06/2010 | $1,396,472.96 | 102.0 | |||||
007 | Masonry Coating, drainage items and cost plus for access RD | Approved | 09/23/2011 | $-18,284.76 | 0.0 | |||||
008 | Change project limits and tree cutting with surveying | Approved | 03/09/2011 | $258,000.00 | 0.0 | |||||
009 | Delineator for Guardrail-White | Approved | 07/09/2012 | $-14,663.45 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
Contract Adjustments |
|
|
Adjustment Description | Est No |
Adjustment Amount |
Line Item Adjustments History | |||||||||
PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
Contract Id | 061062 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE098046006W2 | |||||||
Estimate Nbr | 0110 | Period | 10/24/2011 TO 08/14/2017 | |||||||
Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
Project | DE098046006W2 | Fed/State Project Number | APD 80-6 (21) | Category | 0001 ROADWAY | |||||||
LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
0010 | DGA BASE | 00001 | TON | 7,272.00 | 6,715.820 | 6,715.820 | 6,715.820 | 26.95 | 180,991.34 | |||
0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 101.00 | 101.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,854.00 | 6,854.000 | 6,135.210 | 6,135.210 | 82.40 | 505,541.30 | |||
0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 588.00 | 0.00 | |||
0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,056.00 | 1,056.000 | 1,519.280 | 1,519.280 | 89.50 | 135,975.56 | |||
0070 | CULVERT PIPE-18 INCH | 00462 | LF | 102.00 | 102.000 | 282.000 | 282.000 | 65.00 | 18,330.00 | |||
0080 | CULVERT PIPE-30 INCH | 00466 | LF | 62.00 | 0.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
0090 | CULVERT PIPE-66 INCH | 00473 | LF | 65.00 | 0.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
0100 | STORM SEWER PIPE-18 INCH | 00522 | LF | 121.00 | 121.000 | 58.000 | 58.000 | 61.78 | 3,583.24 | |||
0110 | STORM SEWER PIPE-36 INCH | 00528 | LF | 705.00 | 566.000 | 574.000 | 574.000 | 66.55 | 38,199.70 | |||
0120 | PERFORATED PIPE-4 INCH | 01000 | LF | 278.00 | 278.000 | 315.000 | 315.000 | 11.00 | 3,465.00 | |||
0130 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 139.00 | 139.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
0140 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
0150 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0160 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0170 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 4,400.00 | 8,800.00 | |||
0180 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
0190 | DROP BOX INLET TYPE 2 | 01493 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,800.00 | 22,400.00 | |||
0200 | DROP BOX INLET TYPE 13G | 01559 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,550.00 | 16,650.00 | |||
0210 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
0220 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0230 | TEMPORARY DITCH | 02159 | LF | 11,675.00 | 11,675.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
0240 | ROADWAY EXCAVATION | 02200 | CUYD | 5,189,963.00 | 5,427,172.000 | 1,860.000 | 5,421,143.000 | 5,423,003.000 | 3.12 | 5,803.20 | 16,919,769.36 | |
0250 | WATER | 02242 | MGAL | 130.00 | 130.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0260 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 11,944.00 | 11,944.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
0270 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 650.00 | 650.000 | 1,780.000 | 1,780.000 | 17.50 | 31,150.00 | |||
0280 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 60.00 | 120.00 | |||
0290 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
0300 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 33.00 | 33.000 | 36.000 | 36.000 | 90.00 | 3,240.00 | |||
0310 | CHANNEL LINING CLASS IV | 02488 | CUYD | 18,481.00 | 18,481.000 | 10,014.380 | 10,014.380 | 5.25 | 52,575.49 | |||
0320 | CLEARING AND GRUBBING 161 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 360,000.00 | 360,000.00 | |||
0330 | CONCRETE-CLASS B | 02555 | CUYD | 138.00 | 138.000 | 267.000 | 267.000 | 200.00 | 53,400.00 | |||
0340 | SIGNS | 02562 | SQFT | 323.00 | 323.000 | 240.000 | 240.000 | 10.00 | 2,400.00 | |||
0350 | FABRIC-GEOTEXTILE TYPE IV FOR PIPE | 02599 | SQYD | 2,312.00 | 2,312.000 | 453.140 | 453.140 | 2.00 | 906.28 | |||
0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 39,000.00 | 39,000.00 | |||
0370 | TEMPORARY SILT FENCE | 02701 | LF | 30,825.00 | 30,825.000 | 800.000 | 800.000 | 0.10 | 80.00 | |||
0380 | SILT TRAP TYPE A | 02703 | EACH | 93.00 | 93.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
0390 | SILT TRAP TYPE B | 02704 | EACH | 55.00 | 105.000 | 89.000 | 89.000 | 120.00 | 10,680.00 | |||
0400 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 279.00 | 279.000 | 14.000 | 14.000 | 1.00 | 14.00 | |||
0410 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 165.00 | 165.000 | 45.000 | 45.000 | 1.00 | 45.00 | |||
0420 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 61,650.00 | 61,650.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0430 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 162,500.00 | 162,500.00 | |||
0440 | EROSION CONTROL BLANKET | 05950 | SQYD | 400,000.00 | 170,000.000 | 7,560.000 | 7,560.000 | 1.15 | 8,694.00 | |||
0450 | TEMPORARY MULCH | 05952 | SQYD | 779,240.00 | 779,240.000 | 19,040.333 | 19,040.333 | 0.16 | 3,046.45 | |||
0460 | TOPDRESSING FERTILIZER | 05966 | TON | 24.50 | 24.500 | 0.000 | 0.000 | 450.00 | 0.00 | |||
0470 | SEEDING AND PROTECTION | 05985 | SQYD | 476,029.00 | 476,029.000 | 367,047.164 | 367,047.164 | 0.27 | 99,102.73 | |||
0480 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 316,029.00 | 316,029.000 | 188,772.219 | 188,772.219 | 0.18 | 33,978.99 | |||
0490 | SPREADING STOCKPILED TOPSOIL | 05998 | CUYD | 26,700.00 | 26,700.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
0500 | CONCRETE-CLASS A | 08100 | CUYD | 68.10 | 68.100 | 50.500 | 50.500 | 750.00 | 37,875.00 | |||
0510 | STEEL REINFORCEMENT | 08150 | LB | 5,769.00 | 5,769.000 | 2,623.980 | 2,623.980 | 1.00 | 2,623.98 | |||
0520 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 16,000.00 | 16,000.000 | 6,672.169 | 6,672.169 | 1.00 | 6,672.16 | |||
0530 | FUEL ADJUSTMENT | 10020NS | DOLL | 414,558.00 | 1,060,296.320 | -2,389.250 | 1,028,676.830 | 1,026,287.580 | 1.00 | -2,389.25 | 1,026,287.58 | |
0540 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 14,238.00 | 14,238.000 | -7,651.480 | 40,274.480 | 32,623.000 | 1.00 | -7,651.48 | 32,623.00 | |
0550 | SILT TRAP TYPE C | 20496NS843 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
0560 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 45.00 | 45.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
0590 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0600 | PNEUMATIC BACKSTOWING | 20667ED | TON | 200.00 | 200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0610 | EARTHWORK MITIGATION | 21477ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,389,480.00 | 1,389,480.00 | |||
8000 | EW~ Right of Way Aquisition for Parcel 740 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 115,143.00 | 115,143.00 | |||
8001 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 0.00 | 135,000.000 | 15,447.440 | 15,447.440 | 0.25 | 3,861.86 | |||
8014 | STORM SEWER PIPE-48 IN | 00530 | LF | 0.00 | 152.000 | 272.000 | 272.000 | 66.55 | 18,101.60 | |||
8015 | COST PLUS WORK ROADWAY EXCAVATION | 10080NSD | DOLL | 0.00 | 150,935.690 | 150,935.690 | 150,935.690 | 1.00 | 150,935.69 | |||
8016 | SELECT FILL Reinforced Fill Material | 20971ED | TON | 0.00 | 19,486.000 | 19,887.840 | 19,887.840 | 31.00 | 616,523.04 | |||
8017 | ROADWAY EXCAVATION for Retaining Wall | 02200 | CUYD | 0.00 | 1,889.000 | 1,223.360 | 1,223.360 | 11.89 | 14,545.75 | |||
8018 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 684.000 | 671.890 | 671.890 | 37.17 | 24,974.15 | |||
8019 | CHANNEL LINING CLASS IV for Retaining Wall | 02488 | CUYD | 0.00 | 838.000 | 493.330 | 493.330 | 25.05 | 12,357.91 | |||
8020 | MOBILIZATION & Incidentals | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 46,887.00 | 46,887.00 | |||
8021 | DEMOBILIZATION - Retaining Wall | 02569 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 19,638.00 | 19,638.00 | |||
8022 | FABRIC-GEOTEXTILE TYPE IV - Retaining Wall | 02599 | SQYD | 0.00 | 1,643.000 | 6,302.134 | 6,302.134 | 2.78 | 17,519.93 | |||
8023 | RETAINING WALL Sierra Retaining Wall System Face | 08018 | SQFT | 0.00 | 10,883.000 | 9,244.750 | 9,244.750 | 11.47 | 106,037.28 | |||
8024 | GEOGRID REINFORCEMENT for Retaining Wall | 20263ED | SQYD | 0.00 | 17,967.000 | 15,957.335 | 15,957.335 | 10.36 | 165,317.99 | |||
8025 | EMBANKMENT IN PLACE for Retaining Wall | 02230 | CUYD | 0.00 | 7,550.000 | 8,086.043 | 8,086.043 | 12.41 | 100,347.79 | |||
8026 | DESIGN Consultant Services for Retaining Wall | 21512NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 48,365.00 | 48,365.00 | |||
8027 | EW~ Shotcrete for Retaining Wall | 10097EX | SQFT | 0.00 | 2,000.000 | 0.000 | 0.000 | 8.95 | 0.00 | |||
8030 | COST PLUS WORK Access Road Widening | 10080NSD | DOLL | 0.00 | 152,787.240 | 152,787.240 | 152,787.240 | 1.00 | 152,787.24 | |||
8031 | CULVERT PIPE-24 IN | 00464 | LF | 0.00 | 135.000 | 135.000 | 135.000 | 63.00 | 8,505.00 | |||
8032 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,702.50 | 5,405.00 | |||
8033 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,507.50 | 7,015.00 | |||
8034 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,045.00 | 3,045.00 | |||
8035 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,935.00 | 4,935.00 | |||
8036 | SAFETY BOX INLET-24 IN SDB-1 | 01727 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,300.00 | 3,300.00 | |||
8037 | STAKING for Flagging of Tree Cutting Limits | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 27,600.00 | 27,600.00 | |||
8038 | TREE CUTTING | 24090EC | ACRE | 0.00 | 160.000 | 138.000 | 138.000 | 1,440.00 | 198,720.00 | |||
8040 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 0.00 | 37.000 | 0.000 | 0.000 | 8.80 | 0.00 | |||
Project | DE098046006W2 | Fed/State Project Number | APD 80-6 (21) | Category | 0002 BRIDGE | |||||||
0620 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 307.00 | 307.000 | 287.600 | 287.600 | 48.00 | 13,804.80 | |||
0630 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 461.00 | 461.000 | 431.360 | 431.360 | 2.00 | 862.72 | |||
0640 | MASONRY COATING | 02998 | SQYD | 2,648.00 | 6,368.000 | 6,447.400 | 6,447.400 | 10.00 | 64,474.00 | |||
0650 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 94.00 | 94.000 | 94.000 | 94.000 | 57.00 | 5,358.00 | |||
0660 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 4,111.00 | 4,111.000 | 3,643.840 | 3,643.840 | 1.00 | 3,643.84 | |||
0670 | FOUNDATION PREPARATION WB STA. 840+54 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 215,300.00 | 215,300.00 | |||
0680 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 2,206.00 | 2,206.000 | 1,757.340 | 1,757.340 | 13.00 | 22,845.42 | |||
0690 | CONCRETE-CLASS A | 08100 | CUYD | 3,881.70 | 3,881.700 | 3,881.700 | 3,881.700 | 360.00 | 1,397,412.00 | |||
0700 | CONCRETE-CLASS AA | 08104 | CUYD | 1,756.30 | 1,756.300 | 1,756.300 | 1,756.300 | 520.00 | 913,276.00 | |||
0710 | STEEL REINFORCEMENT | 08150 | LB | 634,208.00 | 634,208.000 | 634,096.460 | 634,096.460 | 0.78 | 494,595.23 | |||
0720 | STEEL REINF-EPOXY COATED | 08151 | LB | 592,940.00 | 592,940.000 | 592,940.000 | 592,940.000 | 0.88 | 521,787.20 | |||
0730 | STRUCTURAL STEEL 1595 WB STA. 840+54 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,600.00 | 21,600.00 | |||
0740 | EXPANSION DAM-4 INCH NEOPRENE | 08472 | LF | 94.00 | 94.000 | 94.000 | 94.000 | 162.00 | 15,228.00 | |||
0750 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 5,145.00 | 5,145.000 | 5,145.000 | 5,145.000 | 241.00 | 1,239,945.00 | |||
0760 | CHAIN LINK FENCE-9 FT | 08713 | LF | 460.00 | 460.000 | 507.000 | 507.000 | 54.00 | 27,378.00 | |||
0770 | DRILLED SHAFT-COMMON 48" | 20636ED | LF | 122.00 | 122.000 | 84.420 | 84.420 | 700.00 | 59,094.00 | |||
0780 | DRILLED SHAFT-ROCK 48" | 20637ED | LF | 99.00 | 99.000 | 97.460 | 97.460 | 1,145.00 | 111,591.70 | |||
8002 | MASS CONCRETE WB Pier #3 | 10040ES | CUYD | 0.00 | 47.000 | 47.000 | 47.000 | 238.21 | 11,195.87 | |||
8004 | MASS CONCRETE WB Pier #1 | 10040ES | CUYD | 0.00 | 28.000 | 28.000 | 28.000 | 238.98 | 6,691.44 | |||
8005 | MASS CONCRETE WB Pier #8 | 10040ES | CUYD | 0.00 | 19.000 | 19.000 | 19.000 | 238.18 | 4,525.42 | |||
8006 | MASS CONCRETE WB Pier #5 | 10040ES | CUYD | 0.00 | 27.000 | 27.000 | 27.000 | 259.90 | 7,017.30 | |||
8010 | STEEL ENCASEMENT PIPE-48 IN Salvage | 20429EC | LF | 0.00 | 37.580 | 37.580 | 37.580 | 145.00 | 5,449.10 | |||
8028 | MASS CONCRETE Abutment #1 Westbound | 10040ES | CUYD | 0.00 | 64.000 | 64.000 | 64.000 | 252.24 | 16,143.36 | |||
Project | DE098046006W2 | Fed/State Project Number | APD 80-6 (21) | Category | 0003 BRIDGE | |||||||
0790 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 244.00 | 244.000 | 214.120 | 214.120 | 48.00 | 10,277.76 | |||
0800 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 366.00 | 366.000 | 321.190 | 321.190 | 2.00 | 642.38 | |||
0810 | MASONRY COATING | 02998 | SQYD | 2,751.00 | 6,715.000 | 6,539.120 | 6,539.120 | 10.00 | 65,391.20 | |||
0820 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 94.00 | 94.000 | 94.000 | 94.000 | 57.00 | 5,358.00 | |||
0830 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 5,511.00 | 5,511.000 | 5,175.560 | 5,175.560 | 1.00 | 5,175.56 | |||
0840 | FOUNDATION PREPARATION EB STA. 840+54 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 266,700.00 | 266,700.00 | |||
0850 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 2,206.00 | 2,206.000 | 1,682.400 | 1,682.400 | 13.00 | 21,871.20 | |||
0860 | CONCRETE-CLASS AA EB STA. 840+54 | 08104 | CUYD | 1,791.60 | 1,791.600 | 1,791.500 | 1,791.500 | 520.00 | 931,580.00 | |||
0870 | STEEL REINFORCEMENT EB STA. 840+54 | 08150 | LB | 696,662.00 | 696,662.000 | 696,438.920 | 696,438.920 | 0.78 | 543,222.35 | |||
0880 | STEEL REINF-EPOXY COATED EB STA. 840+54 | 08151 | LB | 583,017.00 | 583,017.000 | 583,017.000 | 583,017.000 | 0.88 | 513,054.96 | |||
0890 | STRUCTURAL STEEL EB STA. 840+54 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,600.00 | 21,600.00 | |||
0900 | EXPANSION DAM-4 INCH NEOPRENE | 08472 | LF | 94.00 | 94.000 | 94.000 | 94.000 | 162.00 | 15,228.00 | |||
0910 | PRECAST PC I BEAM TYPE 5 1595 EB STA. 840+54 | 08636 | LF | 5,190.60 | 5,190.600 | 5,190.600 | 5,190.600 | 241.00 | 1,250,934.60 | |||
0920 | CHAIN LINK FENCE-9 FT | 08713 | LF | 437.00 | 437.000 | 470.000 | 470.000 | 54.00 | 25,380.00 | |||
1080 | CONCRETE-CLASS A | 08100 | CUYD | 4,125.60 | 4,125.600 | 4,125.600 | 4,125.600 | 360.00 | 1,485,216.00 | |||
8003 | MASS CONCRETE EB Pier #8 | 10040ES | CUYD | 0.00 | 70.000 | 70.000 | 70.000 | 246.55 | 17,258.50 | |||
8007 | MASS CONCRETE EB Pier #1 | 10040ES | CUYD | 0.00 | 52.000 | 52.000 | 52.000 | 247.66 | 12,878.32 | |||
8008 | MASS CONCRETE EB Pier #9 | 10040ES | CUYD | 0.00 | 18.000 | 18.000 | 18.000 | 245.74 | 4,423.32 | |||
8011 | MASS CONCRETE Abutment #1 Eastbound | 10040ES | CUYD | 0.00 | 29.000 | 29.000 | 29.000 | 264.85 | 7,680.65 | |||
8012 | MASS CONCRETE Pier #5 Eastbound | 10040ES | CUYD | 0.00 | 70.000 | 70.000 | 70.000 | 264.85 | 18,539.50 | |||
8029 | MASS CONCRETE Pier #4 Eastbound | 10040ES | CUYD | 0.00 | 30.000 | 30.000 | 30.000 | 252.24 | 7,567.20 | |||
8039 | BRIDGE DRAINAGE SYSTEM | 20606NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
Project | DE098046006W2 | Fed/State Project Number | APD 80-6 (21) | Category | 0004 BRIDGE | |||||||
0930 | FOUNDATION PREPARATION CUL STA. 807+33 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 56,000.00 | 56,000.00 | |||
0940 | CONCRETE-CLASS A CUL STA. 807+33 | 08100 | CUYD | 180.60 | 195.550 | 195.550 | 195.550 | 360.00 | 70,398.00 | |||
0950 | STEEL REINFORCEMENT CUL STA. 807+33 | 08150 | LB | 26,639.00 | 26,639.000 | 26,639.000 | 26,639.000 | 0.78 | 20,778.42 | |||
Project | DE098046006W2 | Fed/State Project Number | APD 80-6 (21) | Category | 0005 BRIDGE | |||||||
0960 | STRUCTURE EXCAV-SOLID ROCK CUL STA. 807+33 | 08002 | CUYD | 414.00 | 414.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0970 | FOUNDATION PREPARATION CUL STA. 820+20 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,800.00 | 57,800.00 | |||
0980 | CONCRETE-CLASS A CUL STA. 820+20 | 08100 | CUYD | 111.20 | 111.200 | 111.200 | 111.200 | 360.00 | 40,032.00 | |||
0990 | STEEL REINFORCEMENT CUL STA. 820+20 | 08150 | LB | 9,941.00 | 9,941.000 | 9,940.700 | 9,940.700 | 0.78 | 7,753.74 | |||
8009 | MASS CONCRETE Culvert Station 820+20 | 10040ES | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 130.10 | 0.00 | |||
8013 | MASS CONCRETE Culvert Station 820+20 | 10040ES | CUYD | 0.00 | 26.500 | 26.500 | 26.500 | 271.02 | 7,182.03 | |||
Project | DE098046006W2 | Fed/State Project Number | APD 80-6 (21) | Category | 0006 BRIDGE | |||||||
1010 | ALUMINUM BOX CULVERT 10 FT X 4 FT X 49.5 STA. 820+84.44 | 20573ED | LF | 49.50 | 49.500 | 49.500 | 49.500 | 2,120.00 | 104,940.00 | |||
1090 | ALUMINUM CULVERT FOUNDATION STA. 820+84.44 | 21805NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,300.00 | 17,300.00 | |||
Project | DE098046006W2 | Fed/State Project Number | APD 80-6 (21) | Category | 0007 BRIDGE | |||||||
1030 | ALUMINUM BOX CULVERT 19'1"X4'2"X45' STA. 3+27.38 | 20574ED | LF | 45.00 | 45.000 | 45.000 | 45.000 | 3,270.00 | 147,150.00 | |||
1100 | ALUMINUM CULVERT FOUNDATION STA. 3+27.38 | 21805NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,200.00 | 21,200.00 | |||
Project | DE098046006W2 | Fed/State Project Number | APD 80-6 (21) | Category | 0008 DEMOBILIZATION | |||||||
1040 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 285,000.00 | 285,000.00 | |||
1050 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 472,450.00 | 118,112.50 | 472,450.00 | |
Project | DE098046006W2 | Fed/State Project Number | APD 80-6 (21) | Category | 0009 TRAINEES | |||||||
1060 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS | 02742 | HOUR | 2,000.00 | 2,000.000 | 2,000.000 | 2,000.000 | 1.00 | 2,000.00 | |||
1070 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 1.00 | 1,600.00 | |||
SUBTOT | $113,874.97 |
$34,809,651.56 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0860-2-0I |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
1,041.00 | 0018 | $52.170000 | $54,308.97 | ||||||
0860-1-0I |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
1,062.00 | 0018 | $53.440000 | $56,753.28 | ||||||
0750-1-0I |
PRECAST PC I BEAM TYPE 5 (WESTBOUND) | LF |
5,145.00 | 0034 | $164.695000 | $847,355.77 | ||||||
0910-1-0I |
PRECAST PC I BEAM TYPE 5 (EASTBOUND) | LF |
5,190.60 | 0036 | $164.695000 | $854,865.86 | ||||||
1010-1-0I |
ALUMINUM BOX CULVERT 10 FT X 4 FT X 49.5 | LF |
49.50 | 0062 | $649.617000 | $32,156.03 | ||||||
1030-1-0I |
PIPE, ALUM ARCH CUL | LF |
45.00 | 0067 | $1360.793340 | $61,235.70 | ||||||
0750-1-0A |
PRECAST PC I BEAM TYPE 5 (WESTBOUND) | LF |
577.50 | 0060 | $164.695000 | $-95,111.36 | ||||||
0910-1-0A |
PRECAST PC I BEAM TYPE 5 (EASTBOUND) | LF |
462.10 | 0060 | $164.695000 | $-76,105.56 | ||||||
0750-1-0A |
PRECAST PC I BEAM TYPE 5 (WESTBOUND) | LF |
570.00 | 0062 | $164.695000 | $-93,876.15 | ||||||
0910-1-0A |
PRECAST PC I BEAM TYPE 5 (EASTBOUND) | LF |
519.60 | 0062 | $164.695000 | $-85,575.52 | ||||||
0750-1-0A |
PRECAST PC I BEAM TYPE 5 (WESTBOUND) | LF |
570.00 | 0063 | $164.695000 | $-93,876.15 | ||||||
0910-1-0A |
PRECAST PC I BEAM TYPE 5 (EASTBOUND) | LF |
1,039.20 | 0063 | $164.695000 | $-171,151.04 | ||||||
1010-1-0A |
ALUMINUM BOX CULVERT 10 FT X 4 FT X 49.5 | LF |
49.50 | 0064 | $649.617000 | $-32,156.03 | ||||||
0750-1-0A |
PRECAST PC I BEAM TYPE 5 (WESTBOUND) | LF |
570.00 | 0066 | $164.695000 | $-93,876.15 | ||||||
0910-1-0A |
PRECAST PC I BEAM TYPE 5 (EASTBOUND) | LF |
519.60 | 0066 | $164.695000 | $-85,575.52 | ||||||
0860-2-0A |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
429.04 | 0073 | $52.170000 | $-22,383.02 | ||||||
0860-1-0A |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
429.04 | 0073 | $53.440000 | $-22,927.90 | ||||||
0860-2-0A |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
25.30 | 0075 | $52.170000 | $-1,319.90 | ||||||
0860-1-0A |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
25.30 | 0075 | $53.440000 | $-1,352.03 | ||||||
1030-1-0A |
PIPE, ALUM ARCH CUL | LF |
45.00 | 0075 | $1360.793340 | $-61,235.70 | ||||||
0860-2-0A |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
1.58 | 0076 | $52.170000 | $-82.43 | ||||||
0860-1-0A |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
1.58 | 0076 | $53.440000 | $-84.44 | ||||||
0910-1-0A |
PRECAST PC I BEAM TYPE 5 (EASTBOUND) | LF |
1,039.20 | 0076 | $164.695000 | $-171,151.04 | ||||||
0750-1-0A |
PRECAST PC I BEAM TYPE 5 (WESTBOUND) | LF |
1,140.00 | 0079 | $164.695000 | $-187,752.30 | ||||||
0750-1-0A |
PRECAST PC I BEAM TYPE 5 (WESTBOUND) | LF |
1,140.00 | 0080 | $164.695000 | $-187,752.30 | ||||||
0910-1-0A |
PRECAST PC I BEAM TYPE 5 (EASTBOUND) | LF |
1,039.20 | 0080 | $164.695000 | $-171,151.04 | ||||||
0860-2-0A |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
312.82 | 0081 | $52.170000 | $-16,319.82 | ||||||
0860-1-0A |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
312.82 | 0081 | $53.440000 | $-16,717.10 | ||||||
0750-1-0A |
PRECAST PC I BEAM TYPE 5 (WESTBOUND) | LF |
577.50 | 0084 | $164.695000 | $-95,111.36 | ||||||
0910-1-0A |
PRECAST PC I BEAM TYPE 5 (EASTBOUND) | LF |
571.70 | 0084 | $164.695000 | $-94,156.13 | ||||||
0860-20C |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
0.00 | 0089 | $52.170000 | $-14,203.80 | ||||||
0860-10C |
STAY IN PLACE FORMS BRIDGE DECKING | LF |
0.00 | 0089 | $53.440000 | $-15,671.81 | ||||||
SUBTOT | $0.01 |