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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:1742 HERBST CONSTRUCTION, INC.
Contract ID:1268
Estimate Number:0013
Pay Period End Date:12.21.2002
Contract Location:
SYRACUSE SOUTHWESTEstimate Type:PROG
Contractor:
HERBST CONSTRUCTION, INC.Date Let:02.07.2002
16022 HWY 75Date Awarded:02.28.2002
PO BOX 728Date Contract Executed:03.19.2002
Date Notice to Proceed:03.19.2002
LE MARS IA 51031-0728Date Work Began:06.17.2002
Phone:Date Physical Work Completed:
(712)546-5653Date Accepted:
Escrow Agent:
Surety Co:
MERCHANTS BONDING COMPANY (MUTUAL)
Counties
OTOE
Project Number PCT Fed State Project Number Description
12268 000B  0.000 BRO-7066(26)  BRIDGE
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$551,088.53$487,631.96$63,456.57
$552,576.50Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$551,088.53$487,631.96$63,456.57
$550,267.06Retainage$-5,510.89$-4,876.32$-634.57
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
99.73%Net Earnings$545,577.64$482,755.64$62,822.00
Liquidated Damages$.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$219.58$219.58$.00
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$219.58$219.58$.00
Payment$545,797.22$482,975.22$62,822.00
Project ManagerDiv. Head/Dist. Eng.
Sidiqi, Abdul12.23.2002Sklenar, Michael J12.24.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve12.24.2002
Controller Div. Processed
Burling, Laurie12.26.2002
Detailed breakdown of stockpiled materials
Est Nbr:0001
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00266071.12 STEEL SUPERSTRUCTURE
S.P. Initial Payment34,221.21154-209959
STEEL SUPERSTRUCTURE
Total for estimate 0001:34,221.21
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00266071.12 STEEL SUPERSTRUCTURE
S.P. Adjustment-15,057.33154-209959
STEEL SUPERSTRUCTURE
Total for estimate 0005:-15,057.33
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00206005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment1,150.00E22152
EXPANSION BEARING, TFE TYPE
S.P. Adjustment-1,150.00E22152
EXPANSION BEARING, TFE TYPE
00216005.83 FIXED BEARING
S.P. Initial Payment1,901.00E22201
FIXED BEARING
00266071.12 STEEL SUPERSTRUCTURE
S.P. Initial Payment43,394.199424
STEEL SUPERSTRUCTURE
Total for estimate 0006:45,295.19
Est Nbr:0009
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00216005.83 FIXED BEARING
S.P. Adjustment-1,901.00E22201
FIXED BEARING
00266071.12 STEEL SUPERSTRUCTURE
S.P. Adjustment-19,163.88154-209959
STEEL SUPERSTRUCTURE
Total for estimate 0009:-21,064.88
Est Nbr:0012
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00266071.12 STEEL SUPERSTRUCTURE
S.P. Closure-43,394.199424
STEEL SUPERSTRUCTURE
Total for estimate 0012:-43,394.19
Total remaining for contract:0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 6 BRIDGE AT STA. 13+24
0001                          L006.00 500.001.000500.00
COVER CROP SEEDING ha 1.000500.00
1.000500.00
1.000500.00

0002                          0001.10 1.101,670.0001,837.00
BARRICADE, TYPE III BDAY1,670.0001,837.00
2,436.0002,679.60
98.000107.80

0003                          0001.30 1.20334.000400.80
TYPE B HIGH INTENSITY WARNING LIGHT LDAY334.000400.80
236.000283.20
8.0009.60

0004                          0001.90 0.652,004.0001,302.60
SIGN DAY EACH2,004.0001,302.60
522.000339.30
-647.000-420.55

0005                          0030.60 40,000.001.00040,000.00
MOBILIZATION LS 1.00040,000.00
1.00040,000.00
0.0000.00

0006                          1009.00 1,750.001.0001,750.00
GENERAL CLEARING AND GRUBBING LS 1.0001,750.00
1.0001,750.00
0.0000.00

0007                          1010.01 2.659,775.00025,903.75
EXCAVATION (ESTABLISHED QUANTITY) m3 9,775.00025,903.75
9,775.00025,903.75
0.0000.00

0008                          1011.00 6.0058.000348.00
WATER kL 58.000348.00
0.0000.00
0.0000.00

0009                          4050.01 25.50652.00016,626.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 652.00016,626.00
652.00016,626.00
652.00016,626.00

0010                          4350.18 54.8016.000876.80
450 mm CORRUGATED METAL PIPE m 16.000876.80
16.000876.80
16.000876.80

0011                          4350.36 98.3416.5001,622.61
900 mm CORRUGATED METAL PIPE m 16.5001,622.61
16.5001,622.61
16.5001,622.61

0012                          4350.48 158.0051.1008,073.80
1200 mm CORRUGATED METAL PIPE m 51.1008,073.80
51.1008,073.80
51.1008,073.80

0013                          4360.18 146.002.000292.00
450 mm METAL FLARED-END SECTION EACH2.000292.00
2.000292.00
2.000292.00

0014                          4360.36 340.002.000680.00
900 mm METAL FLARED-END SECTION EACH2.000680.00
2.000680.00
2.000680.00

0015                          4360.48 700.004.0002,800.00
1200 mm METAL FLARED-END SECTION EACH4.0002,800.00
4.0002,800.00
4.0002,800.00

0016                          6000.10 4,000.001.0004,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0004,000.00
1.0004,000.00
0.0000.00

0017                          6000.11 4,000.001.0004,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0004,000.00
1.0004,000.00
0.0000.00

0018                          6001.50 8,000.001.0008,000.00
BENT NO.1 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0019                          6001.51 8,000.001.0008,000.00
BENT NO.2 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0020                          6005.78 500.0012.0006,000.00
EXPANSION BEARING, TFE TYPE EACH12.0006,000.00
12.0006,000.00
0.0000.00

0021                          6005.83 700.004.0002,800.00
FIXED BEARING EACH4.0002,800.00
4.0002,800.00
0.0000.00

0022                          6010.22 366.00191.20069,979.20
CLASS 47B-20 CONCRETE FOR BRIDGE m3 191.20069,979.20
191.20069,979.20
0.0000.00

0023                          6010.26 392.00153.90060,328.80
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 153.90060,328.80
153.90060,328.80
0.0000.00

0024                          6020.00 1.2326,610.00032,730.30
REINFORCING STEEL FOR BRIDGE kg 26,610.00032,730.30
26,610.00032,730.30
0.0000.00

0025                          6040.00 20,000.001.00020,000.00
REMOVE STRUCTURE EACH1.00020,000.00
AT STA. 13+26 1.00020,000.00
0.0000.00

0026                          6071.12 98,000.001.00098,000.00
STEEL SUPERSTRUCTURE LS 1.00098,000.00
AT STA. 13+24 1.00098,000.00
0.0000.00

0027                          6080.00 4.70764.0003,590.80
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 764.0003,590.80
1,603.0007,534.10
468.4002,201.48

0028                          6105.02 26.001,944.00050,544.00
ROCK RIPRAP, TYPE B Mg 1,944.00050,544.00
1,748.93045,472.18
1,236.80032,156.80

0029                          6210.12 56.00557.60031,225.60
HP 250 mm X 62 kg STEEL PILING m 557.60031,225.60
623.70034,927.20
-47.400-2,654.40

0030                          6310.00 115.00327.40037,651.00
STEEL SHEET PILING m2 327.40037,651.00
296.60034,109.00
0.0000.00

0031                          6951.12 4.001,476.0005,904.00
SHEAR CONNECTORS EACH1,476.0005,904.00
1,476.0005,904.00
0.0000.00

0032                          7020.00 1,250.002.0002,500.00
BRIDGE APPROACH SECTIONS EACH2.0002,500.00
2.0002,500.00
0.0000.00

0033                          7021.45 1,000.002.0002,000.00
BREAKAWAY CABLE TERMINAL EACH2.0002,000.00
2.0002,000.00
0.0000.00

4001                          0001.99 0.840.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH616.000517.44
Contractor furnished signs 696.000584.64
696.000584.64

6001                          6210.61 112.000.0000.00
PILE SPLICE EACH16.0001,792.00
Pile Splices Abutment #2 and Bent #2 16.0001,792.00
0.0000.00

GROUP 6 BRIDGE AT STA. 13+24Contracted550,267.06
Current552,576.50
In place551,088.48
This Estimate63,456.58

Totals for contractContracted550,267.06
Current552,576.50
In place551,088.48
This Estimate63,456.58