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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:2283 PERRETT CONSTRUCTION LTD.
Contract ID:3081
Estimate Number:0015
Pay Period End Date:05.06.2003
Contract Location:
SCHUYLER NORTHWESTEstimate Type:PROG
Contractor:
PERRETT CONSTRUCTION LTD.Date Let:04.18.2002
120 S MACOMB STDate Awarded:05.01.2002
PO BOX 32Date Contract Executed:05.16.2002
Date Notice to Proceed:05.16.2002
VALENTINE NE 69201Date Work Began:06.05.2002
Phone:Date Physical Work Completed:
(402)376-3797Date Accepted:
Escrow Agent:
Surety Co:
UNITED STATES FIDELITY AND GUARANTY COMPANY
Counties
COLFAX
Project Number PCT Fed State Project Number Description
31081 000  0.000 BRO-7019(6)  GRADING BRIDGE
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$600,810.63$584,931.12$15,879.51
$606,415.78Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$600,810.63$584,931.12$15,879.51
$599,356.50Retainage$-6,008.11$-5,849.31$-158.80
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
99.08%Net Earnings$594,802.52$579,081.81$15,720.71
Liquidated Damages-$3,762.00-$3,762.00$.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$50.84$42.90$7.94
Bituminous Adj$.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-$3,711.16-$3,719.10$7.94
Payment$591,091.36$575,362.71$15,728.65
Project ManagerDiv. Head/Dist. Eng.
Anderson, David05.06.2003Boyle, Pat05.07.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve05.08.2003
Controller Div. Processed
Burling, Laurie05.08.2003
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 2,500.004.00010,000.00
SEEDING, TYPE A ha 4.00010,000.00
3.5008,750.00
3.5008,750.00

0002                          L006.00 438.004.0001,752.00
COVER CROP SEEDING ha 4.0001,752.00
4.0001,752.00
4.0001,752.00

0003                          L032.75 150.0020.0003,000.00
MULCH Mg 20.0003,000.00
15.7502,362.50
15.7502,362.50

0004                          0030.10 10,000.001.00010,000.00
MOBILIZATION LS 1.00010,000.00
1.00010,000.00
0.0000.00

0005                          1009.00 4,500.001.0004,500.00
GENERAL CLEARING AND GRUBBING LS 1.0004,500.00
1.0004,500.00
0.0000.00

0006                          1010.01 3.0011,005.00033,015.00
EXCAVATION (ESTABLISHED QUANTITY) m3 11,005.00033,015.00
11,005.00033,015.00
1,005.0003,015.00

0007                          1011.00 1.50230.000345.00
WATER kL 230.000345.00
0.0000.00
0.0000.00

0008                          2009.51 1,000.007.9527,952.00
CRUSHED ROCK EMBEDMENT StaM7.9527,952.00
7.2007,200.00
0.0000.00

0009                          2010.00 20.00469.0009,380.00
CRUSHED ROCK SURFACE COURSE m3 469.0009,380.00
425.0008,500.00
0.0000.00

0010                          4043.00 10.0025.100251.00
REMOVE CULVERT PIPE m 25.100251.00
25.100251.00
0.0000.00

0011                          4050.01 2.001,057.0002,114.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 1,057.0002,114.00
1,057.0002,114.00
0.0000.00

0012                          4300.24 34.0025.000850.00
600 mm CULVERT PIPE m 25.000850.00
25.000850.00
0.0000.00

0013                          4300.48 110.0011.5001,265.00
1200 mm CULVERT PIPE m 11.5001,265.00
11.5001,265.00
0.0000.00

0014                          4300.60 185.0060.50011,192.50
1500 mm CULVERT PIPE m 60.50011,192.50
60.50011,192.50
0.0000.00

0015                          4310.24 150.004.000600.00
600 mm FLARED-END SECTION EACH4.000600.00
4.000600.00
0.0000.00

0016                          4310.48 650.002.0001,300.00
1200 mm FLARED-END SECTION EACH2.0001,300.00
2.0001,300.00
0.0000.00

0017                          4310.60 1,200.001.0001,200.00
1500 mm FLARED-END SECTION EACH1.0001,200.00
1.0001,200.00
0.0000.00

GROUP 1 GRADINGContracted98,716.50
Current98,716.50
In place94,852.00
This Estimate15,879.50

GROUP 6 BRIDGE AT STA. 7+94.7
0018                          0030.60 20,000.001.00020,000.00
MOBILIZATION LS 1.00020,000.00
1.00020,000.00
0.0000.00

0019                          1043.50 4.002,072.0008,288.00
RIPRAP FILTER FABRIC m2 2,072.0008,288.00
2,072.0008,288.00
0.0000.00

0020                          6000.10 7,000.001.0007,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0007,000.00
1.0007,000.00
0.0000.00

0021                          6000.11 7,000.001.0007,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0007,000.00
1.0007,000.00
0.0000.00

0022                          6000.60 12,500.001.00012,500.00
PIER NO.1 EXCAVATION LS 1.00012,500.00
1.00012,500.00
0.0000.00

0023                          6000.61 12,500.001.00012,500.00
PIER NO.2 EXCAVATION LS 1.00012,500.00
1.00012,500.00
0.0000.00

0024                          6005.78 650.0012.0007,800.00
EXPANSION BEARING, TFE TYPE EACH12.0007,800.00
12.0007,800.00
0.0000.00

0025                          6005.83 600.004.0002,400.00
FIXED BEARING EACH4.0002,400.00
4.0002,400.00
0.0000.00

0026                          6010.22 300.00309.30092,790.00
CLASS 47B-20 CONCRETE FOR BRIDGE m3 309.30092,790.00
309.30092,790.00
0.0000.00

0027                          6010.26 325.00124.30040,397.50
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 124.30040,397.50
124.30040,397.50
0.0000.00

0028                          6020.00 1.0027,755.00027,755.00
REINFORCING STEEL FOR BRIDGE kg 27,755.00027,755.00
27,755.00027,755.00
0.0000.00

0029                          6040.00 6,500.001.0006,500.00
REMOVE STRUCTURE EACH1.0006,500.00
AT STA. 8+00.20 LT. 1.0006,500.00
0.0000.00

0030                          6071.12 85,000.001.00085,000.00
STEEL SUPERSTRUCTURE LS 1.00085,000.00
AT STA. 7+94.70 1.00085,000.00
0.0000.00

0031                          6080.00 4.002,375.0009,500.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 2,375.0009,500.00
2,375.0009,500.00
0.0000.00

0032                          6105.02 36.001,945.00070,020.00
ROCK RIPRAP, TYPE B Mg 1,945.00070,020.00
1,953.00070,308.00
0.0000.00

0033                          6200.00 80.00482.80038,624.00
CONCRETE PILING m 482.80038,624.00
473.81337,905.04
0.0000.00

0034                          6310.00 125.00307.60038,450.00
STEEL SHEET PILING m2 307.60038,450.00
307.60038,450.00
0.0000.00

0035                          7020.00 1,000.004.0004,000.00
BRIDGE APPROACH SECTIONS EACH4.0004,000.00
4.0004,000.00
0.0000.00

0036                          7021.45 875.004.0003,500.00
BREAKAWAY CABLE TERMINAL EACH4.0003,500.00
4.0003,500.00
0.0000.00

0402                          6210.59 48.000.0000.00
PILE CUT-OFF m 20.000960.00
See 703.05 Para. 2 of the "97" Metric specs. 8.987431.38
0.0000.00

0403                          1010.09 5,349.280.0000.00
SPECIAL EXCAVATION LS 1.0005,349.28
1.0005,349.28
0.0000.00

GROUP 6 BRIDGE AT STA. 7+94.7Contracted494,024.50
Current500,333.78
In place499,374.20
This Estimate0.00

GROUP 10 GENERAL ITEMS
0037                          0001.10 1.152,172.0002,497.80
BARRICADE, TYPE III BDAY2,172.0002,497.80
2,089.0002,402.35
0.0000.00

0038                          0001.30 0.65362.000235.30
TYPE B HIGH INTENSITY WARNING LIGHT LDAY362.000235.30
0.0000.00
0.0000.00

0039                          0001.90 0.652,896.0001,882.40
SIGN DAY EACH2,896.0001,882.40
1,979.0001,286.35
0.0000.00

0040                          0030.10 2,000.001.0002,000.00
MOBILIZATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0401                          0001.99 0.750.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH1,000.000750.00
Contractor furnished "crashworthy"signs. 1,194.000895.50
0.0000.00

GROUP 10 GENERAL ITEMSContracted6,615.50
Current7,365.50
In place6,584.20
This Estimate0.00

Totals for contractContracted599,356.50
Current606,415.78
In place600,810.40
This Estimate15,879.50