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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0774 DIXON CONSTRUCTION CO.
Contract ID:3274
Estimate Number:0011
Pay Period End Date:01.04.2003
Contract Location:
CLARKSON SOUTHEASTEstimate Type:PROG
Contractor:
DIXON CONSTRUCTION CO.Date Let:04.18.2002
409 DRIFTWOODDate Awarded:05.01.2002
PO BOX KDate Contract Executed:06.05.2002
Date Notice to Proceed:06.05.2002
CORRECTIONVILLE IA 51016-0047Date Work Began:07.23.2002
Phone:Date Physical Work Completed:
(712)372-4224Date Accepted:
Escrow Agent:
Surety Co:
EMPLOYERS MUTUAL CASUALTY COMPANY
Counties
COLFAX
Project Number PCT Fed State Project Number Description
31274 000  0.000 BRO-7019(8)  GR CULV SEED BR GDRL
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$332,013.62$329,607.90$2,405.72
$339,542.89Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$332,013.62$329,607.90$2,405.72
$339,272.89Retainage$-3,320.14$-3,296.08$-24.06
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
97.78%Net Earnings$328,693.48$326,311.82$2,381.66
Liquidated Damages-$1,746.00-$1,746.00$.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$4.65$4.65$.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-$1,741.35-$1,741.35$.00
Payment$326,952.13$324,570.47$2,381.66
Project ManagerDiv. Head/Dist. Eng.
Domogalla, Kevin01.08.2003Boyle, Pat01.09.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve01.09.2003
Controller Div. Processed
Burling, Laurie01.09.2003
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                          L006.00 437.502.000875.00
COVER CROP SEEDING ha 2.000875.00
1.070468.13
0.0000.00

0002                          0030.10 2,550.001.0002,550.00
MOBILIZATION LS 1.0002,550.00
1.0002,550.00
0.0000.00

0003                          1000.00 150.008.0001,200.00
LARGE TREE REMOVAL EACH8.0001,200.00
6.000900.00
0.0000.00

0004                          1009.00 2,400.001.0002,400.00
GENERAL CLEARING AND GRUBBING LS 1.0002,400.00
1.0002,400.00
0.0000.00

0005                          1011.00 1.50108.000162.00
WATER kL 108.000162.00
0.0000.00
0.0000.00

0006                          1030.00 3.356,196.00020,756.60
EARTHWORK MEASURED IN EMBANKMENT m3 6,196.00020,756.60
6,196.00020,756.60
0.0000.00

0007                          1300.24 32.9010.000329.00
600 mm DRIVEWAY CULVERT PIPE m 10.000329.00
10.000329.00
0.0000.00

0008                          1300.48 105.6011.0001,161.60
1200 mm DRIVEWAY CULVERT PIPE m 11.0001,161.60
11.0001,161.60
0.0000.00

0009                          2009.51 974.003.7123,615.49
CRUSHED ROCK EMBEDMENT StaM3.7123,615.49
3.7123,615.49
0.0000.00

0010                          2010.00 20.00212.0004,240.00
CRUSHED ROCK SURFACE COURSE m3 212.0004,240.00
212.0004,240.00
10.000200.00

GROUP 1 GRADINGContracted37,289.69
Current37,289.69
In place36,420.82
This Estimate200.00

GROUP 4 CULVERTS
0011                          0030.40 1,000.001.0001,000.00
MOBILIZATION LS 1.0001,000.00
1.0001,000.00
0.0000.00

0012                          1043.50 5.0033.000165.00
RIPRAP FILTER FABRIC m2 33.000165.00
33.000165.00
0.0000.00

0013                          4050.01 5.00441.0002,205.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 441.0002,205.00
441.0002,205.00
0.0000.00

0014                          4300.36 110.0036.0003,960.00
900 mm CULVERT PIPE m 36.0003,960.00
36.0003,960.00
0.0000.00

0015                          4300.48 182.0025.8004,695.60
1200 mm CULVERT PIPE m 25.8004,695.60
25.8004,695.60
0.0000.00

0016                          4300.60 250.0037.0009,250.00
1500 mm CULVERT PIPE m 37.0009,250.00
37.0009,250.00
0.0000.00

0017                          4310.36 500.001.000500.00
900 mm FLARED-END SECTION EACH1.000500.00
1.000500.00
0.0000.00

0018                          4310.48 750.001.000750.00
1200 mm FLARED-END SECTION EACH1.000750.00
1.000750.00
0.0000.00

0019                          4310.60 900.001.000900.00
1500 mm FLARED-END SECTION EACH1.000900.00
1.000900.00
0.0000.00

0020                          6105.03 40.0035.0001,400.00
ROCK RIPRAP, TYPE C Mg 35.0001,400.00
35.0001,400.00
0.0000.00

GROUP 4 CULVERTSContracted24,825.60
Current24,825.60
In place24,825.60
This Estimate0.00

GROUP 5 SEEDING
0021                          L001.01 1,502.131.0001,502.13
SEEDING, TYPE A ha 1.0001,502.13
0.7991,200.20
0.7991,200.20

0022                          L001.02 1,491.811.0001,491.81
SEEDING, TYPE B ha 1.0001,491.81
0.271404.28
0.271404.28

0023                          L032.75 75.0010.000750.00
MULCH Mg 10.000750.00
5.350401.25
5.350401.25

0024                          0030.50 200.001.000200.00
MOBILIZATION LS 1.000200.00
1.000200.00
1.000200.00

GROUP 5 SEEDINGContracted3,943.94
Current3,943.94
In place2,205.73
This Estimate2,205.73

GROUP 6 BRIDGE AT STA. 7+23.00
0025                          0030.60 30,000.001.00030,000.00
MOBILIZATION LS 1.00030,000.00
0.87426,220.00
0.0000.00

0026                          1043.50 2.40703.0001,687.20
RIPRAP FILTER FABRIC m2 703.0001,687.20
703.0001,687.20
0.0000.00

0027                          6000.10 3,000.001.0003,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0028                          6000.11 3,000.001.0003,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0029                          6001.50 7,500.001.0007,500.00
BENT NO.1 EXCAVATION LS 1.0007,500.00
1.0007,500.00
0.0000.00

0030                          6001.51 7,500.001.0007,500.00
BENT NO.2 EXCAVATION LS 1.0007,500.00
1.0007,500.00
0.0000.00

0031                          6010.22 393.0097.90038,474.70
CLASS 47B-20 CONCRETE FOR BRIDGE m3 97.90038,474.70
97.90038,474.70
0.0000.00

0032                          6010.26 366.80110.70040,604.76
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 110.70040,604.76
110.70040,604.76
0.0000.00

0033                          6020.00 1.2117,180.00020,787.80
REINFORCING STEEL FOR BRIDGE kg 17,180.00020,787.80
17,180.00020,787.80
0.0000.00

0034                          6040.00 30,000.001.00030,000.00
REMOVE STRUCTURE EACH1.00030,000.00
AT STA. 8+31.6 1.00030,000.00
0.0000.00

0035                          6080.00 4.00790.0003,160.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 790.0003,160.00
790.0003,160.00
0.0000.00

0036                          6105.03 30.00904.00027,120.00
ROCK RIPRAP, TYPE C Mg 904.00027,120.00
909.13027,273.90
0.0000.00

0037                          6210.12 49.20656.80032,314.56
HP 250 mm X 62 kg STEEL PILING m 656.80032,314.56
656.80032,314.56
0.0000.00

0038                          6310.00 107.60157.40016,936.24
STEEL SHEET PILING m2 157.40016,936.24
157.40016,936.24
0.0000.00

GROUP 6 BRIDGE AT STA. 7+23.00Contracted262,085.26
Current262,085.26
In place258,459.16
This Estimate0.00

GROUP 7 GUARDRAIL
0039                          0030.70 100.001.000100.00
MOBILIZATION LS 1.000100.00
1.000100.00
0.0000.00

0040                          7020.00 1,000.004.0004,000.00
BRIDGE APPROACH SECTIONS EACH4.0004,000.00
4.0004,000.00
0.0000.00

0041                          7021.45 850.004.0003,400.00
BREAKAWAY CABLE TERMINAL EACH4.0003,400.00
4.0003,400.00
0.0000.00

GROUP 7 GUARDRAILContracted7,500.00
Current7,500.00
In place7,500.00
This Estimate0.00

GROUP 10 GENERAL ITEMS
0042                          0001.10 1.201,320.0001,584.00
BARRICADE, TYPE III BDAY1,320.0001,584.00
1,046.0001,255.20
0.0000.00

0043                          0001.30 0.60264.000158.40
TYPE B HIGH INTENSITY WARNING LIGHT LDAY264.000158.40
0.0000.00
0.0000.00

0044                          0001.90 0.751,848.0001,386.00
SIGN DAY EACH1,848.0001,386.00
1,312.000984.00
0.0000.00

0045                          0030.10 500.001.000500.00
MOBILIZATION LS 1.000500.00
0.726363.00
0.0000.00

4001                          0001.99 0.900.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH300.000270.00
Road Closed 0.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted3,628.40
Current3,898.40
In place2,602.20
This Estimate0.00

Totals for contractContracted339,272.89
Current339,542.89
In place332,013.51
This Estimate2,405.73