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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:1801A
Estimate Number:0020
Pay Period End Date:06.01.2002
Contract Location:
WAHOO SOUTHEstimate Type:PROG
Contractor:
HAWKINS CONSTRUCTION COMPANYDate Let:06.07.2001
2512 DEER PARK BLVDDate Awarded:06.14.2001
PO BOX 9008 STA CDate Contract Executed:06.20.2001
Date Notice to Proceed:06.20.2001
OMAHA NE 68109Date Work Began:08.06.2001
Phone:Date Physical Work Completed:
(402)342-1607Date Accepted:
Escrow Agent:
Surety Co:
FIREMAN'S FUND INSURANCE COMPANY
Counties
SAUNDERS
Project Number PCT Fed State Project Number Description
11801A 000  0.000 F-77-2(1037)  GR CULV SEED BR
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$7,014,517.11$6,847,522.70$166,994.41
$10,521,668.98Stockpiled Materials$195,292.59$146,853.53$48,439.06
Original Contract AmtGross Earnings$7,209,809.70$6,994,376.23$215,433.47
$10,598,858.45Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
66.67%Net Earnings$7,184,809.70$6,969,376.23$215,433.47
Liquidated Damages$.00$.00$.00
Incentives$.00$.00$.00
Disincentives$.00$.00$.00
Other Contract Adj$.00$.00$.00
Appl of Training Adj$.00$.00$.00
Training Rates Adj$.00$.00$.00
Fuel Adj$-6,866.14$-6,334.60$-531.54
Bituminous Adj$.00$.00$.00
Autopay Adj$.00$.00$.00
Gasoline Adj$.00$.00$.00
Other Adj$.00$.00$.00
Price Adj$.00$.00$.00
Substandard Item Adj$.00$.00$.00
Asphalt Adj$.00$.00$.00
Diesel Fuel Adj$.00$.00$.00
Petrol Adj$.00$.00$.00
Total for Adjustments-$6,866.14-$6,334.60-$531.54
Payment$7,177,943.56$6,963,041.63$214,901.93
Project ManagerDiv. Head/Dist. Eng.
Sanburn, Bob06.04.2002Sklenar, Michael J06.04.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve06.05.2002
Controller Div. Processed
Burling, Laurie06.05.2002
Detailed breakdown of stockpiled materials
Est Nbr:0003
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01336310.00 STEEL SHEET PILING
S.P. Initial Payment18,971.41007492
Steel Sheet Piling
01516310.00 STEEL SHEET PILING
S.P. Initial Payment18,971.41007492
Steel Sheet Piling
02186310.00 STEEL SHEET PILING
S.P. Initial Payment19,132.42007492
Steel Sheet Piling
Total for estimate 0003:57,075.24
Est Nbr:0004
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01336310.00 STEEL SHEET PILING
S.P. Initial Payment2,103.48007492
Steel Sheet Piling Freight
01516310.00 STEEL SHEET PILING
S.P. Initial Payment2,103.48007492
Steel Sheet Piling Freight
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment9,470.3813331 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-9,470.3813331 E
Epoxy Re-steel, Group 6E
S.P. Initial Payment9,854.1413395 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-5,782.9013395 E
Epoxy Re-steel, Group 6E
02186310.00 STEEL SHEET PILING
S.P. Initial Payment2,043.34007492
Steel Sheet Piling Freight
40026005.35 PRECOMPRESSED POLYURETHANE FOAM JOINT
S.P. Initial Payment5,053.84691726
PPF Joint Filler Sta. 353+11.25
Total for estimate 0004:15,375.38
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-4,071.2413395 E
Epoxy Re-steel, Group 6E
S.P. Initial Payment9,849.8413485 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-8,969.5913485 E
Epoxy Re-steel, Group 6E
S.P. Initial Payment10,691.7713007E
Epoxy Re-steel, Group 6E
S.P. Initial Payment12,717.5813568E
Epoxy Re-steel, Group 6E
Total for estimate 0005:20,218.36
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02056005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment1,952.640051950
Anchor Bolt Assemblies
02106095.00 STEEL DIAPHRAGM
S.P. Initial Payment10,200.40106070
Bent Plate Separators
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-880.2513485 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-10,691.7713007E
Epoxy Re-steel, Group 6E
S.P. Adjustment-12,717.5813568E
Epoxy Re-steel, Group 6E
S.P. Initial Payment8,001.1513674 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-8,001.1513674 E
Epoxy Re-steel, Group 6E
S.P. Initial Payment8,092.1713761 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-8,092.1713761 E
Epoxy Re-steel, Group 6E
S.P. Initial Payment10,276.0313831 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-1,337.9613831 E
Epoxy Re-steel, Group 6E
Total for estimate 0006:-3,198.49
Est Nbr:0007
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-8,938.0713831 E
Epoxy Re-steel, Group 6E
S.P. Initial Payment10,149.3413935 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-10,149.3413935 E
Epoxy Re-steel, Group 6E
S.P. Initial Payment10,280.9514033 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-5,917.9914033 E
Epoxy Re-steel, Group 6E
S.P. Initial Payment10,055.2514114 E
Epoxy Re-steel, Group 6E
Total for estimate 0007:5,480.14
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-3,737.9714033 E
Epoxy Re-steel, Group 6E
Total for estimate 0008:-3,737.97
Est Nbr:0009
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01326210.50 PIPE PILING
S.P. Initial Payment26,374.9358342 RI
Pipe Pile
01506210.50 PIPE PILING
S.P. Initial Payment26,374.9358342 RI
Pipe Pile
02096011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Closure0.0052554
fabric pads and sole plates
S.P. Initial Payment38,239.3652554
fabric pads, plates
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-624.9914033 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-3,260.0714114 E
Epoxy Re-steel, Group 6E
S.P. Initial Payment11,855.9714208 E
Epoxy Re-steel, Group 6E
02166210.50 PIPE PILING
S.P. Initial Payment50,374.4058342 RI
Pipe Pile
02176251.00 TEST PILE
S.P. Initial Payment1,972.3658342 RI
Pipe Pile
Total for estimate 0009:151,306.89
Est Nbr:0010
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-6,795.1814114 E
Epoxy Re-steel, Group 6E
S.P. Adjustment-1,424.4214208 E
Epoxy Re-steel, Group 6E
Total for estimate 0010:-8,219.60
Est Nbr:0011
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01286080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Initial Payment5,688.0020367
Substructure steel
01466080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Initial Payment5,688.0020367
Substructure steel
02046004.50 EXPANSION JOINT
S.P. Initial Payment69,940.33106725
Ex. Joint with drainage connect material
02096011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Initial Payment1,200.0020694
PIER 6 STEEL PEDESTALS
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-10,431.5514208 E
Epoxy Re-steel, Group 6E
02206415.00 DRAINAGE SYSTEM
S.P. Initial Payment8,341.29106725
Drainage system includes neoprene trough
Total for estimate 0011:80,426.07
Est Nbr:0012
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02096011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-232.1152554
fabric pads, plates
S.P. Adjustment-402.0020694
PIER 6 STEEL PEDESTALS
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment3,594.6715236E
Epoxy Re-steel, Group 6E
S.P. Adjustment-147.0915236E
Epoxy Re-steel, Group 6E
02176251.00 TEST PILE
S.P. Adjustment-986.1858342 RI
Pipe Pile
Total for estimate 0012:1,827.29
Est Nbr:0013
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02096011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-56.2152554
fabric pads, plates
S.P. Adjustment-97.2020694
PIER 6 STEEL PEDESTALS
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,059.7115236E
Epoxy Re-steel, Group 6E
02166210.50 PIPE PILING
S.P. Adjustment-26,468.5258342 RI
Pipe Pile
02186310.00 STEEL SHEET PILING
S.P. Adjustment-11,774.82007492
Steel Sheet Piling
S.P. Adjustment-1,257.55007492
Steel Sheet Piling Freight
Total for estimate 0013:-40,714.01
Est Nbr:0014
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-2,387.8715236E
Epoxy Re-steel, Group 6E
S.P. Initial Payment10,935.3115716E
Epoxy Re-steel, Group 6E
S.P. Adjustment-3,472.7015716E
Epoxy Re-steel, Group 6E
Total for estimate 0014:5,074.74
Est Nbr:0015
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02096011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-227.9152554
fabric pads, plates
S.P. Adjustment-394.8020694
PIER 6 STEEL PEDESTALS
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-2,119.4215716E
Epoxy Re-steel, Group 6E
Total for estimate 0015:-2,742.13
Est Nbr:0016
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-3,760.2315716E
Epoxy Re-steel, Group 6E
Total for estimate 0016:-3,760.23
Est Nbr:0017
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01326210.50 PIPE PILING
S.P. Adjustment-12,687.1858342 RI
Pipe Pile
01506210.50 PIPE PILING
S.P. Adjustment-12,723.8958342 RI
Pipe Pile
02056005.78 EXPANSION BEARING, TFE TYPE
S.P. Adjustment-87.430051950
Anchor Bolt Assemblies
02096011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-121.9852554
fabric pads, plates
S.P. Closure-306.0020694
PIER 6 STEEL PEDESTALS
02106095.00 STEEL DIAPHRAGM
S.P. Adjustment-10,200.40106070
Bent Plate Separators
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,582.9615716E
Epoxy Re-steel, Group 6E
S.P. Initial Payment4,574.3716374E
Epoxy Re-steel, Group 6E
S.P. Adjustment-1,596.1716374E
Epoxy Re-steel, Group 6E
Total for estimate 0017:-34,731.64
Est Nbr:0018
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01326210.50 PIPE PILING
S.P. Adjustment-12,819.2758342 RI
Pipe Pile
01336310.00 STEEL SHEET PILING
S.P. Adjustment-18,971.41007492
Steel Sheet Piling
S.P. Adjustment-2,103.48007492
Steel Sheet Piling Freight
01506210.50 PIPE PILING
S.P. Adjustment-12,999.5958342 RI
Pipe Pile
01516310.00 STEEL SHEET PILING
S.P. Adjustment-18,971.41007492
Steel Sheet Piling
S.P. Adjustment-2,103.48007492
Steel Sheet Piling Freight
Total for estimate 0018:-67,968.64
Est Nbr:0019
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01326210.50 PIPE PILING
S.P. Adjustment-14.4058342 RI
Pipe Pile
01506210.50 PIPE PILING
S.P. Adjustment48.5958342 RI
Pipe Pile
02166210.50 PIPE PILING
S.P. Adjustment-23,905.8858342 RI
Pipe Pile
02176251.00 TEST PILE
S.P. Adjustment-986.1858342 RI
Pipe Pile
Total for estimate 0019:-24,857.87
Est Nbr:0020
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01316131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment2,694.9317388E
abutment 1 & 2 epoxy steel
01496131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment2,694.9317388E
abutment 1 & 2 epoxy resteel
02126131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-2,978.2016374E
Epoxy Re-steel, Group 6E
S.P. Initial Payment7,507.3017389E
Epoxy Re-steel, Group 6E
S.P. Adjustment-7,507.3017389E
Epoxy Re-steel, Group 6E
S.P. Initial Payment13,237.2617251E
Epoxy Re-steel, Group 6E
S.P. Adjustment-13,237.2617251E
Epoxy Re-steel, Group 6E
S.P. Initial Payment13,244.0217390E
Epoxy Re-steel, Group 6E
S.P. Adjustment-13,244.0217390E
Epoxy Re-steel, Group 6E
S.P. Initial Payment12,363.9617250E
Epoxy Re-steel, Group 6E
S.P. Adjustment-9,475.5517250E
Epoxy Re-steel, Group 6E
S.P. Initial Payment13,078.5917252E
Epoxy Re-steel, Group 6E
S.P. Initial Payment13,125.9417252E
Epoxy Re-steel, Group 6E
S.P. Initial Payment13,522.0017252E
Epoxy Re-steel, Group 6E
S.P. Initial Payment11,555.8517252E
Epoxy Re-steel, Group 6E
02186310.00 STEEL SHEET PILING
S.P. Adjustment-7,357.60007492
Steel Sheet Piling
S.P. Adjustment-785.79007492
Steel Sheet Piling Freight
Total for estimate 0020:48,439.06
Total remaining for contract:195,292.59
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L006.00 78.08156.50012,219.52
COVER CROP SEEDING ha 156.50012,219.52
33.3502,603.97
33.3502,603.97

0002                          L020.01 5.3710,304.00055,332.48
EROSION CONTROL, TYPE A m2 10,304.00055,332.48
0.0000.00
0.0000.00

0003                          L020.08 5.377,733.00041,526.21
EROSION CONTROL, TYPE AA m2 7,733.00041,526.21
0.0000.00
0.0000.00

0004                          L020.09 12.641,596.00020,173.44
EROSION CONTROL, TYPE AAA m2 1,596.00020,173.44
0.0000.00
0.0000.00

0005                          L020.10 1.6929,516.00049,882.04
EROSION CONTROL, TYPE HV m2 29,516.00049,882.04
0.0000.00
0.0000.00

0006                          L021.01 13.70310.0004,247.00
EROSION CHECKS, TYPE A BALE310.0004,247.00
0.0000.00
0.0000.00

0007                          L021.06 11.591,285.00014,893.15
EROSION CHECKS, TYPE HV BALE1,285.00014,893.15
0.0000.00
0.0000.00

0008                          L021.11 17.9135.000626.85
EROSION CHECKS, TYPE ST-A BALE35.000626.85
0.0000.00
0.0000.00

0009                          L021.15 15.81235.0003,715.35
EROSION CHECKS, TYPE ST-HV BALE235.0003,715.35
0.0000.00
0.0000.00

0010                          L021.21 13.70245.0003,356.50
EROSION CHECKS, TYPE AA BALE245.0003,356.50
0.0000.00
0.0000.00

0011                          L022.11 6.917,965.00055,038.15
FABRIC SILT FENCE-LOW POROSITY m 7,965.00055,038.15
6,235.55043,087.65
0.0000.00

0012                          L022.12 7.61604.8004,602.53
FABRIC SILT FENCE-HIGH POROSITY m 604.8004,602.53
0.0000.00
0.0000.00

0013                          P400.18 60.97790.00048,166.30
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 743.50045,331.20
107.0006,523.79
107.0006,523.79

0014                          0030.10 60,557.001.00060,557.00
MOBILIZATION LS 1.00060,557.00
1.00060,557.00
0.0000.00

0015                          1009.00 21,074.001.00021,074.00
GENERAL CLEARING AND GRUBBING LS 1.00021,074.00
0.4509,483.30
0.0000.00

0016                          1010.00 1.251,004,123.0001,255,153.75
EXCAVATION m3 1,004,123.0001,255,153.75
420,568.230525,710.29
27,829.14634,786.43

0017                          1010.01 2.115,474.00011,550.14
EXCAVATION (ESTABLISHED QUANTITY) m3 5,474.00011,550.14
0.0000.00
0.0000.00

0018                          1011.00 0.6819,977.00013,584.36
WATER kL 20,002.00013,601.36
184.500125.46
0.0000.00

0019                          1012.00 60.85302.00018,376.70
RIGHT-OF-WAY MARKERS EACH302.00018,376.70
0.0000.00
0.0000.00

0020                          1043.50 1.17257.000300.69
RIPRAP FILTER FABRIC m2 257.000300.69
0.0000.00
0.0000.00

0021                          1090.00 527.001.000527.00
ABANDON WELLS EACH1.000527.00
0.0000.00
0.0000.00

0022                          1102.00 3.16220.000695.20
REMOVE ASPHALT SURFACE m2 220.000695.20
161.000508.76
0.0000.00

0023                          1124.00 1,054.001.0001,054.00
REMOVE BUILDING EACH1.0001,054.00
AT STA. 259+43 LT. 0.0000.00
0.0000.00

0024                          1125.00 1,054.001.0001,054.00
CLEAR TRACT EACH1.0001,054.00
AT STA. 259+15 TO STA. 259+50 LT. 0.0000.00
0.0000.00

0025                          1701.24 43.15264.50011,413.18
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 264.50011,413.18
77.5003,344.13
34.5001,488.68

0026                          1701.30 63.6521.0001,336.65
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 21.0001,336.65
21.0001,336.65
0.0000.00

0027                          1701.36 78.0023.5001,833.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 23.5001,833.00
23.5001,833.00
0.0000.00

0028                          1703.54 132.8622.5002,989.35
1350 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5 m 22.5002,989.35
0.0000.00
0.0000.00

0029                          2001.03 11.981,946.00023,313.08
GRAVEL SURFACE COURSE Mg 1,946.00023,313.08
454.9945,450.83
0.0000.00

0030                          2009.10 345.6122.3047,708.49
GRAVEL EMBEDMENT StaM22.3047,708.49
3.5001,209.64
0.0000.00

0031                          2021.05 263.001.000263.00
REMOVE AND RESET MAILBOX EACH1.000263.00
POST 0.0000.00
0.0000.00

0032                          3017.50 88.14105.0009,254.70
INTERLOCKING CONCRETE PAVER BLOCK m2 105.0009,254.70
0.0000.00
0.0000.00

0033                          3020.26 30.57181.0005,533.17
CONCRETE CLASS 47B-25 DRIVEWAY m2 181.0005,533.17
0.0000.00
0.0000.00

0034                          4105.59 624.1421.60013,481.42
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 21.70013,543.84
0.0000.00
0.0000.00

0035                          4155.50 0.49972.000476.28
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 978.000479.22
0.0000.00
0.0000.00

0036                          4310.18 225.6131.0006,993.91
450 mm FLARED-END SECTION EACH29.0006,542.69
5.0001,128.05
5.0001,128.05

0037                          4763.75 1.957,857.00015,321.15
WICK DRAIN m 7,857.00015,321.15
7,195.68214,031.58
0.0000.00

0038                          4764.35 11.28277.0003,124.56
100 mm PERFORATED PIPE UNDERDRAIN m 277.0003,124.56
285.5003,220.44
0.0000.00

0039                          6105.02 22.49130.0002,923.70
ROCK RIPRAP, TYPE B Mg 130.0002,923.70
63.0001,416.87
0.0000.00

0040                          8093.00 17.781,269.00022,562.82
SAND BLANKET m3 1,269.00022,562.82
1,269.00022,562.82
0.0000.00

0041                          9110.01 63.22150.0009,483.00
RENTAL OF LOADER, FULLY OPERATED HOUR150.0009,483.00
20.0001,264.40
0.0000.00

0042                          9110.03 57.95150.0008,692.50
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR150.0008,692.50
0.0000.00
0.0000.00

0043                          9110.07 47.42150.0007,113.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR150.0007,113.00
3.800180.20
0.0000.00

4001                          4764.04 16.170.0000.00
100 mm NONPERFORATED P.V.C. PIPE UNDERDRAIN m 104.8001,694.62
110.9001,793.25
0.0000.00

6006                          1010.46 2.500.0000.00
REMOVAL OF UNSUITABLY WET SOIL m3 612.2501,530.63
2,472.4506,181.13
0.0000.00

GROUP 1 GRADINGContracted1,851,523.31
Current1,851,544.58
In place713,553.21
This Estimate46,530.92

GROUP 4 CULVERTS
0044                          P150.24 74.89131.0009,810.59
600 mm CULVERT PIPE, TYPE 5 m 131.0009,810.59
16.5001,235.69
0.0000.00

0045                          P150.30 104.4143.5004,541.84
750 mm CULVERT PIPE, TYPE 5 m 43.5004,541.84
18.0001,879.38
0.0000.00

0046                          P150.36 126.7432.5004,119.05
900 mm CULVERT PIPE, TYPE 5 m 32.5004,119.05
15.5001,964.47
0.0000.00

0047                          P150.42 167.6014.0002,346.40
1050 mm CULVERT PIPE, TYPE 5 m 14.0002,346.40
14.0002,346.40
0.0000.00

0048                          P200.42 179.31263.50047,248.19
1050 mm CULVERT PIPE, TYPE 2 OR 5 m 263.50047,248.19
259.00046,441.30
0.0000.00

0049                          P200.48 211.89327.50069,393.97
1200 mm CULVERT PIPE, TYPE 2 OR 5 m 327.50069,393.97
308.00065,262.13
0.0000.00

0050                          P200.54 246.3854.00013,304.52
1350 mm CULVERT PIPE, TYPE 2 OR 5 m 54.00013,304.52
52.50012,934.95
0.0000.00

0051                          P200.60 299.0496.00028,707.84
1500 mm CULVERT PIPE, TYPE 2 OR 5 m 96.00028,707.84
96.00028,707.84
0.0000.00

0052                          P200.66 321.5076.50024,594.75
1650 mm CULVERT PIPE, TYPE 2 OR 5 m 76.50024,594.75
75.50024,273.25
0.0000.00

0053                          P400.18 237.0010.0002,370.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 10.0002,370.00
8.0001,896.00
0.0000.00

0054                          P400.24 74.93144.50010,827.39
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 165.00012,363.45
71.0005,320.02
0.0000.00

0055                          P400.30 101.60247.50025,146.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 247.50025,146.00
191.50019,456.40
0.0000.00

0056                          P400.36 123.19170.00020,942.30
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 170.00020,942.30
123.50015,213.96
0.0000.00

0057                          0030.40 40,542.001.00040,542.00
MOBILIZATION LS 1.00040,542.00
1.00040,542.00
0.0000.00

0058                          1043.50 1.153,568.0004,103.20
RIPRAP FILTER FABRIC m2 2,601.0002,991.15
2,388.4902,746.76
0.0000.00

0059                          4040.00 645.002.0001,290.00
REMOVE HEADWALLS FROM CULVERTS EACH2.0001,290.00
2.0001,290.00
0.0000.00

0060                          4045.00 2,467.001.0002,467.00
REMOVE STRUCTURE EACH1.0002,467.00
AT STA. 3009+85 1.0002,467.00
0.0000.00

0061                          4050.01 3.372,877.0009,695.49
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 2,878.0009,698.86
1,576.0005,311.12
0.0000.00

0062                          4051.01 9.901,076.00010,652.40
EXCAVATION FOR BOX CULVERTS m3 1,076.00010,652.40
1,322.66713,094.41
0.0000.00

0063                          4100.06 420.2029.60012,437.92
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL m3 29.60012,437.92
28.00011,765.60
0.0000.00

0064                          4101.06 285.551,011.120288,725.32
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 1,011.120288,725.32
1,006.741287,474.89
0.0000.00

0065                          4150.00 0.491,592.000780.08
REINFORCING STEEL FOR HEADWALL kg 1,592.000780.08
1,413.000692.37
0.0000.00

0066                          4151.00 1.2162,665.00075,824.65
REINFORCING STEEL FOR BOX CULVERT kg 62,665.00075,824.65
62,666.19875,826.10
0.0000.00

0067                          4310.24 148.4217.0002,523.14
600 mm FLARED-END SECTION EACH19.0002,819.98
4.000593.68
0.0000.00

0068                          4310.30 220.007.0001,540.00
750 mm FLARED-END SECTION EACH7.0001,540.00
4.000880.00
0.0000.00

0069                          4310.36 296.0010.0002,960.00
900 mm FLARED-END SECTION EACH10.0002,960.00
7.0002,072.00
0.0000.00

0070                          4310.42 563.006.0003,378.00
1050 mm FLARED-END SECTION EACH6.0003,378.00
6.0003,378.00
0.0000.00

0071                          4310.48 598.005.0002,990.00
1200 mm FLARED-END SECTION EACH5.0002,990.00
2.0001,196.00
0.0000.00

0072                          4310.54 683.001.000683.00
1350 mm FLARED-END SECTION EACH1.000683.00
1.000683.00
0.0000.00

0073                          4310.60 750.001.000750.00
1500 mm FLARED-END SECTION EACH1.000750.00
2.0001,500.00
0.0000.00

0074                          4310.66 828.001.000828.00
1650 mm FLARED-END SECTION EACH1.000828.00
1.000828.00
0.0000.00

0075                          6105.02 22.541,774.00039,985.96
ROCK RIPRAP, TYPE B Mg 1,491.00033,607.14
1,559.08035,141.66
0.0000.00

6001                          4051.12 28.5550.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT m3 117.5573,356.84
124.6773,560.15
0.0000.00

GROUP 4 CULVERTSContracted765,508.99
Current763,211.23
In place717,974.53
This Estimate0.00

GROUP 5 SEEDING
0076                          L001.01 1,635.3852.50085,857.45
SEEDING, TYPE A ha 52.50085,857.45
0.0000.00
0.0000.00

0077                          L032.75 73.76236.00017,407.36
MULCH Mg 236.00017,407.36
0.0000.00
0.0000.00

0078                          0030.50 1.001.0001.00
MOBILIZATION LS 1.0001.00
0.0000.00
0.0000.00

GROUP 5 SEEDINGContracted103,265.81
Current103,265.81
In place0.00
This Estimate0.00

GROUP 6B BRIDGE AT STA. 256+84.439 LT.
0117                          0030.60 27,611.001.00027,611.00
MOBILIZATION LS 1.00027,611.00
0.99427,445.33
0.0000.00

0118                          1010.01 5.07215.0001,090.05
EXCAVATION (ESTABLISHED QUANTITY) m3 215.0001,090.05
0.0000.00
0.0000.00

0119                          1043.50 1.15500.000575.00
RIPRAP FILTER FABRIC m2 500.000575.00
460.384529.45
0.0000.00

0120                          3050.15 229.73125.40028,808.14
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 125.40028,808.14
0.0000.00
0.0000.00

0121                          3051.10 1.216,705.0008,113.05
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 6,705.0008,113.05
0.0000.00
0.0000.00

0122                          6000.10 2,739.001.0002,739.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,739.00
0.0000.00
0.0000.00

0123                          6000.11 2,739.001.0002,739.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,739.00
0.0000.00
0.0000.00

0124                          6005.35 133.5725.6803,430.08
PRECOMPRESSED POLYURETHANE FOAM JOINT m 25.6803,430.08
0.0000.00
0.0000.00

0125                          6010.22 286.5651.80014,843.81
CLASS 47B-20 CONCRETE FOR BRIDGE m3 51.80014,843.81
0.0000.00
0.0000.00

0126                          6010.26 320.5276.40024,487.73
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 76.40024,487.73
0.0000.00
0.0000.00

0127                          6011.11 39,352.001.00039,352.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00039,352.00
AT STA. 256+84.439 LT. 1.00039,352.00
0.0000.00

0128                          6080.00 4.122,370.0009,764.40
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 2,370.0009,764.40
0.0000.00
0.0000.00

0129                          6105.01 29.0727.000784.89
ROCK RIPRAP, TYPE A Mg 27.000784.89
0.0000.00
0.0000.00

0130                          6105.03 26.08665.00017,343.20
ROCK RIPRAP, TYPE C Mg 665.00017,343.20
383.71010,007.16
0.0000.00

0131                          6131.50 1.2110,540.00012,753.40
EPOXY COATED REINFORCING STEEL kg 10,540.00012,753.40
0.0000.00
0.0000.00

0132                          6210.50 58.59732.80042,934.75
PIPE PILING m 732.80042,934.75
709.07041,544.42
0.0000.00

0133                          6310.00 92.56351.70032,553.35
STEEL SHEET PILING m2 351.70032,553.35
352.04432,585.19
0.0000.00

0134                          8091.00 18.97240.0004,552.80
GRANULAR BACKFILL m3 240.0004,552.80
0.0000.00
0.0000.00

6007                          6210.60 35.1540.0000.00
PAY CUT-OFF FOR PIPE PILE m 13.510474.93
23.730834.20
0.0000.00

GROUP 6B BRIDGE AT STA. 256+84.439 LT.Contracted274,475.65
Current274,950.58
In place152,297.75
This Estimate0.00

GROUP 6C BRIDGE AT STA. 256+84.439 RT.
0135                          0030.60 27,450.001.00027,450.00
MOBILIZATION LS 1.00027,450.00
0.98527,038.25
0.0000.00

0136                          1010.01 5.07215.0001,090.05
EXCAVATION (ESTABLISHED QUANTITY) m3 215.0001,090.05
0.0000.00
0.0000.00

0137                          1043.50 1.15425.000488.75
RIPRAP FILTER FABRIC m2 425.000488.75
335.334385.63
0.0000.00

0138                          3050.15 229.18125.40028,739.17
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 125.40028,739.17
0.0000.00
0.0000.00

0139                          3051.10 1.216,705.0008,113.05
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 6,705.0008,113.05
0.0000.00
0.0000.00

0140                          6000.10 2,739.001.0002,739.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,739.00
0.0000.00
0.0000.00

0141                          6000.11 2,739.001.0002,739.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,739.00
0.0000.00
0.0000.00

0142                          6005.35 133.5725.6803,430.08
PRECOMPRESSED POLYURETHANE FOAM JOINT m 25.6803,430.08
0.0000.00
0.0000.00

0143                          6010.22 286.5651.80014,843.81
CLASS 47B-20 CONCRETE FOR BRIDGE m3 51.80014,843.81
0.0000.00
0.0000.00

0144                          6010.26 320.3976.40024,477.80
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 76.40024,477.80
0.0000.00
0.0000.00

0145                          6011.11 39,352.001.00039,352.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00039,352.00
AT STA. 256+84.439 RT. 1.00039,352.00
0.0000.00

0146                          6080.00 4.122,370.0009,764.40
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 2,370.0009,764.40
0.0000.00
0.0000.00

0147                          6105.01 29.0727.000784.89
ROCK RIPRAP, TYPE A Mg 27.000784.89
0.0000.00
0.0000.00

0148                          6105.03 26.07570.00014,859.90
ROCK RIPRAP, TYPE C Mg 570.00014,859.90
359.2109,364.60
0.0000.00

0149                          6131.50 1.2110,540.00012,753.40
EPOXY COATED REINFORCING STEEL kg 10,540.00012,753.40
0.0000.00
0.0000.00

0150                          6210.50 58.51732.80042,876.13
PIPE PILING m 732.80042,876.13
713.35041,738.11
0.0000.00

0151                          6310.00 88.98351.70031,294.27
STEEL SHEET PILING m2 351.70031,294.27
352.04431,324.88
0.0000.00

0152                          8091.00 18.97240.0004,552.80
GRANULAR BACKFILL m3 240.0004,552.80
0.0000.00
0.0000.00

6008                          6210.60 35.1060.0000.00
PAY CUT-OFF FOR PIPE PILE m 14.320502.72
19.450682.81
0.0000.00

GROUP 6C BRIDGE AT STA. 256+84.439 RT.Contracted270,348.49
Current270,851.21
In place149,886.28
This Estimate0.00

GROUP 6E BRIDGE AT STA. 353+11.25
0187                          0030.60 715,666.001.000715,666.00
MOBILIZATION LS 1.000715,666.00
1.000715,666.00
0.0000.00

0188                          1043.50 1.1554.00062.10
RIPRAP FILTER FABRIC m2 54.00062.10
0.0000.00
0.0000.00

0189                          3050.15 203.06290.40058,968.62
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 297.60060,430.66
0.0000.00
0.0000.00

0190                          3051.10 1.1923,351.00027,787.69
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 23,828.00028,355.32
0.0000.00
0.0000.00

0191                          6000.10 2,882.001.0002,882.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,882.00
0.0000.00
0.0000.00

0192                          6000.11 2,882.001.0002,882.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,882.00
0.0000.00
0.0000.00

0193                          6000.20 42,283.001.00042,283.00
PIER NO.1 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0194                          6000.21 50,578.001.00050,578.00
PIER NO.2 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0195                          6000.22 49,441.001.00049,441.00
PIER NO.3 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0196                          6000.23 38,009.001.00038,009.00
PIER NO.4 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0197                          6000.24 37,831.001.00037,831.00
PIER NO.5 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0198                          6000.25 40,361.001.00040,361.00
PIER NO.6 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0199                          6000.26 35,685.001.00035,685.00
PIER NO.7 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0200                          6000.27 26,376.001.00026,376.00
PIER NO.8 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0201                          6000.28 49,078.001.00049,078.00
PIER NO.9 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0202                          6000.29 47,739.001.00047,739.00
PIER NO.10 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0203                          6000.30 43,631.001.00043,631.00
PIER NO.11 EXCAVATION LS 0.0000.00
0.0000.00
0.0000.00

0204                          6004.50 3,065.1226.60081,532.19
EXPANSION JOINT m 26.60081,532.19
0.0000.00
0.0000.00

0205                          6005.78 1,021.99160.000163,518.40
EXPANSION BEARING, TFE TYPE EACH32.00032,703.68
24.00024,527.76
0.0000.00

0206                          6005.83 784.0032.00025,088.00
FIXED BEARING EACH0.0000.00
0.0000.00
0.0000.00

0207                          6010.22 272.382,200.600599,399.43
CLASS 47B-20 CONCRETE FOR BRIDGE m3 0.0000.00
0.0000.00
0.0000.00

0208                          6010.26 284.704,049.2001,152,807.24
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 4,178.9001,189,732.83
606.160172,573.75
0.0000.00

0209                          6011.11 2,108,775.001.0002,108,775.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.0002,108,775.00
AT STA. 353+11.25 0.9211,942,181.79
0.0000.00

0210                          6095.00 1,250.8914.00017,512.46
STEEL DIAPHRAGM EACH14.00017,512.46
14.00017,512.46
0.0000.00

0211                          6105.03 24.89968.00024,093.52
ROCK RIPRAP, TYPE C Mg 968.00024,093.52
351.6208,751.82
0.0000.00

0212                          6131.50 1.19776,700.000924,273.00
EPOXY COATED REINFORCING STEEL kg 719,256.000855,914.64
300,467.704357,556.58
75,516.00089,864.04

0213                          6139.50 18.34146.6002,688.64
SUBSURFACE DRAINAGE MATTING m2 146.6002,688.64
146.3002,683.14
0.0000.00

0214                          6200.00 64.269,794.800629,413.85
CONCRETE PILING m 0.0000.00
0.0000.00
0.0000.00

0215                          6210.12 54.1346.0002,489.98
HP 250 mm X 62 kg STEEL PILING m 46.0002,489.98
46.0002,489.98
0.0000.00

0216                          6210.50 72.481,402.000101,616.96
PIPE PILING m 1,402.000101,616.96
1,489.900107,987.95
-0.600-43.49

0217                          6251.00 1,281.2913.00016,656.77
TEST PILE EACH2.0002,562.58
2.0002,562.58
0.0000.00

0218                          6310.00 83.92346.90029,111.85
STEEL SHEET PILING m2 346.90029,111.85
346.90029,111.84
173.44514,555.50

0219                          6404.16 123.4933.6004,149.26
1.8 m PEDESTRIAN RAILING (CHAIN LINK TYPE) m 33.6004,149.26
0.0000.00
0.0000.00

0220                          6415.00 16,254.001.00016,254.00
DRAINAGE SYSTEM EACH1.00016,254.00
AT STA. 353+13 0.0000.00
0.0000.00

0221                          6600.02 25.29201.6005,098.46
50 mm CONDUIT IN BRIDGE m 201.6005,098.46
0.0000.00
0.0000.00

0222                          8091.00 19.85467.0009,269.95
GRANULAR BACKFILL m3 467.0009,269.95
233.5004,634.98
0.0000.00

4002                          6005.35 137.000.0000.00
PRECOMPRESSED POLYURETHANE FOAM JOINT m 53.2007,288.40
0.0000.00
0.0000.00

4003                          6251.06 53,700.000.0000.00
BEARING LOAD TEST EACH1.00053,700.00
1.00053,700.00
0.0000.00

4004                          A900.10 461.250.0000.00
ADDITIONAL WORK EACH9.0004,151.25
Monitoring of Drilled Shaft 6.0002,767.50
0.0000.00

4005                          6310.01 117.530.0000.00
STEEL SHEET PILING m2 723.53085,036.48
Curtain Wall Sheet Pile 671.90478,968.88
0.0000.00

4006                          6010.26 313.600.0000.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 1,078.060338,079.62
Substructure 1,042.146326,816.99
50.46015,824.26

4007                          6255.00 1,243.910.0000.00
DRILLED CAISSON m 911.9601,134,396.16
1675mm 944.0611,174,326.92
0.0000.00

4008                          0025.10 188,969.600.0000.00
VALUE ENGINEERING ADJUSTMENT LS 1.000188,969.60
Drilled Shaft Proposal 1.000188,969.60
0.0000.00

6002                          6210.61 144.960.0000.00
PILE SPLICE EACH2.000289.92
Pipe Piling 2.000289.92
0.0000.00

6003                          6210.50 72.480.0000.00
PIPE PILING m 6.000434.88
Additional length to reach design bearing capacity. 0.52037.69
0.0000.00

6004                          6960.03 750.000.0000.00
ADDITIONAL SOIL-SETUP FACTOR EACH1.000750.00
Abutment No. 2 1.000750.00
0.0000.00

6005                          6210.60 43.490.0000.00
PAY CUT-OFF FOR PIPE PILE m 5.480238.33
5.480238.33
0.0000.00

GROUP 6E BRIDGE AT STA. 353+11.25Contracted7,183,009.38
Current7,107,118.72
In place5,215,106.46
This Estimate120,200.31

GROUP 10 GENERAL ITEMS
0223                          0001.08 0.50300.000150.00
BARRICADE, TYPE II BDAY300.000150.00
0.0000.00
0.0000.00

0224                          0001.10 0.7931,046.00024,526.34
BARRICADE, TYPE III BDAY31,046.00024,526.34
1,730.0001,366.70
152.000120.08

0225                          0001.30 1.054,350.0004,567.50
TYPE B HIGH INTENSITY WARNING LIGHT LDAY4,350.0004,567.50
0.0000.00
0.0000.00

0226                          0001.75 5.2780.000421.60
TEMPORARY SIGN DAY EACH80.000421.60
0.0000.00
0.0000.00

0227                          0001.90 0.5322,346.00011,843.38
SIGN DAY EACH22,346.00011,843.38
4,986.0002,642.58
270.000143.10

0228                          0003.10 210.6540.0008,426.00
FLAGGING DAY 40.0008,426.00
0.0000.00
0.0000.00

0229                          0010.04 3,035.001.0003,035.00
FIELD OFFICE EACH1.0003,035.00
1.0003,035.00
0.0000.00

0230                          0030.00 1.001.0001.00
MOBILIZATION LS 1.0001.00
1.0001.00
0.0000.00

0231                          1017.00 97,756.001.00097,756.00
CONSTRUCTION STAKING AND SURVEYING LS 1.00097,756.00
0.60058,653.60
0.0000.00

GROUP 10 GENERAL ITEMSContracted150,726.82
Current150,726.82
In place65,698.88
This Estimate263.18

Totals for contractContracted10,598,858.45
Current10,521,668.95
In place7,014,517.11
This Estimate166,994.41