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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:1617 ZEIGER CONSTRUCTION COMPANY
Contract ID:1188X
Estimate Number:0006
Pay Period End Date:02.14.2003
Contract Location:
UNADILLA SOUTHEstimate Type:FINL
Contractor:
ZEIGER CONSTRUCTION COMPANYDate Let:02.07.2002
510 5TH STDate Awarded:02.28.2002
PO BOX 280Date Contract Executed:03.12.2002
Date Notice to Proceed:03.12.2002
SYRACUSE NE 68446Date Work Began:11.14.2002
Phone:Date Physical Work Completed:
(402)269-2690Date Accepted:
Escrow Agent:
Surety Co:
MERCHANTS BONDING COMPANY (MUTUAL)
Counties
OTOE
Project Number PCT Fed State Project Number Description
12188 000  0.000 BH-3665(7)  GRADING
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$167,381.86$167,381.86$.00
$161,351.70Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$167,381.86$167,381.86$.00
$143,301.70Retainage$.00$-1,673.82$1,673.82
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
103.74%Net Earnings$167,381.86$165,708.04$1,673.82
Liquidated Damages$.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$218.82$218.82$.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$218.82$218.82$.00
Payment$167,600.68$165,926.86$1,673.82
Project ManagerDiv. Head/Dist. Eng.
Preble, Rodger03.07.2003Sklenar, Michael J03.07.2003
Constr. Estimate Eng.Materials Eng.
Davis, Carl03.18.2003Hall, David03.18.2003
Controller Div. Processed
Harring, Joyce04.14.2003
Detailed breakdown of stockpiled materials
Total remaining for contract:0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L001.01 2,750.001.5004,125.00
SEEDING, TYPE A ha 1.5004,125.00
0.8102,227.50
0.0000.00

0002                          L006.00 500.001.500750.00
COVER CROP SEEDING ha 1.500750.00
1.500750.00
0.0000.00

0003                          L032.75 250.007.5001,875.00
MULCH Mg 7.5001,875.00
3.645911.25
0.0000.00

0004                          0001.10 3.60492.0001,771.20
BARRICADE, TYPE III BDAY492.0001,771.20
627.0002,257.20
0.0000.00

0005                          0001.30 4.8082.000393.60
TYPE B HIGH INTENSITY WARNING LIGHT LDAY82.000393.60
0.0000.00
0.0000.00

0006                          0001.90 2.40820.0001,968.00
SIGN DAY EACH820.0001,968.00
399.000957.60
0.0000.00

0007                          0010.04 1,000.001.0001,000.00
FIELD OFFICE EACH1.0001,000.00
1.0001,000.00
0.0000.00

0008                          0030.10 6,500.001.0006,500.00
MOBILIZATION LS 1.0006,500.00
1.0006,500.00
0.0000.00

0009                          1000.00 150.002.000300.00
LARGE TREE REMOVAL EACH2.000300.00
5.000750.00
0.0000.00

0010                          1009.00 5,000.001.0005,000.00
GENERAL CLEARING AND GRUBBING LS 1.0005,000.00
1.0005,000.00
0.0000.00

0011                          1010.01 3.605,431.00019,551.60
EXCAVATION (ESTABLISHED QUANTITY) m3 5,431.00019,551.60
5,813.00020,926.80
0.0000.00

0012                          1011.00 10.0033.000330.00
WATER kL 33.000330.00
7.60076.00
0.0000.00

0013                          1043.50 2.282,150.0004,902.00
RIPRAP FILTER FABRIC m2 2,150.0004,902.00
2,362.0005,385.36
0.0000.00

0014                          2009.51 600.001.7191,031.40
CRUSHED ROCK EMBEDMENT StaM1.7191,031.40
1.7191,031.40
0.0000.00

0015                          2010.03 15.50147.0002,278.50
CRUSHED ROCK SURFACE COURSE Mg 147.0002,278.50
145.8802,261.14
0.0000.00

0016                          4050.01 5.751,067.0006,135.25
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 1,067.0006,135.25
1,067.0006,135.25
0.0000.00

0017                          4300.36 100.0096.7009,670.00
900 mm CULVERT PIPE m 96.7009,670.00
96.7009,670.00
0.0000.00

0018                          4300.48 171.0027.6004,719.60
1200 mm CULVERT PIPE m 27.6004,719.60
27.6004,719.60
0.0000.00

0019                          4300.60 200.0038.0007,600.00
1500 mm CULVERT PIPE m 38.0007,600.00
38.0007,600.00
0.0000.00

0020                          4310.36 355.002.000710.00
900 mm FLARED-END SECTION EACH2.000710.00
2.000710.00
0.0000.00

0021                          4310.48 750.001.000750.00
1200 mm FLARED-END SECTION EACH1.000750.00
1.000750.00
0.0000.00

0022                          4310.60 1,200.001.0001,200.00
1500 mm FLARED-END SECTION EACH1.0001,200.00
1.0001,200.00
0.0000.00

0023                          6010.26 6,315.000.8005,052.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 0.8005,052.00
0.8005,052.00
0.0000.00

0024                          6020.00 5.00135.000675.00
REINFORCING STEEL FOR BRIDGE kg 135.000675.00
135.000675.00
0.0000.00

0025                          6105.01 25.00162.0004,050.00
ROCK RIPRAP, TYPE A Mg 162.0004,050.00
167.1504,178.75
0.0000.00

0026                          6105.02 21.501,956.00042,054.00
ROCK RIPRAP, TYPE B Mg 1,956.00042,054.00
2,311.51049,697.47
0.0000.00

0027                          6390.12 70.007.200504.00
REMOVE BRIDGE RAIL m 7.200504.00
7.200504.00
0.0000.00

0028                          7017.00 8.3965.500549.55
REMOVE GUARDRAIL m 65.500549.55
65.500549.54
0.0000.00

0029                          7020.00 1,062.504.0004,250.00
BRIDGE APPROACH SECTIONS EACH4.0004,250.00
4.0004,250.00
0.0000.00

0030                          7021.45 901.504.0003,606.00
BREAKAWAY CABLE TERMINAL EACH4.0003,606.00
4.0003,606.00
0.0000.00

3000                          6105.02 25.000.0000.00
ROCK RIPRAP, TYPE B Mg 722.00018,050.00
722.00018,050.00
0.0000.00

GROUP 1 GRADINGContracted143,301.70
Current161,351.70
In place167,381.86
This Estimate0.00

Totals for contractContracted143,301.70
Current161,351.70
In place167,381.86
This Estimate0.00