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