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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0774 DIXON CONSTRUCTION CO.
Contract ID:	3807
Estimate Number:	0008
Pay Period End Date:	09.21.2002

Contract Location:
BLOOMFIELD NORTH	Estimate Type:	PROG
Contractor:
DIXON CONSTRUCTION CO.	Date Let:	04.18.2002
409 DRIFTWOOD	Date Awarded:	04.29.2002
PO BOX K	Date Contract Executed:	05.06.2002
	Date Notice to Proceed:	05.06.2002
CORRECTIONVILLE IA 51016-0047	Date Work Began:	05.15.2002
Phone:	Date Physical Work Completed:
(712)372-4224	Date Accepted:
Escrow Agent:
Surety Co:
EMPLOYERS MUTUAL CASUALTY COMPANY

Counties
KNOX

Project Number		PCT			Fed State Project Number		Description
30807 000		0.000			BRO-7054(11)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$210,759.42	$184,902.79	$25,856.63
$213,277.24	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$210,759.42	$184,902.79	$25,856.63
$187,352.34	Retainage	$-2,107.59	$-1,849.03	$-258.56
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
98.82%	Net Earnings	$208,651.83	$183,053.76	$25,598.07
	Liquidated Damages	-$935.00	-$935.00	$.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	$.00	$.00	$.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	-$935.00	-$935.00	$.00
	Payment	$207,716.83	$182,118.76	$25,598.07
Project Manager			Div. Head/Dist. Eng.
Hausman, Larry	09.24.2002		Boyle, Pat	09.24.2002
Constr. Estimate Eng.			Materials Eng.
Henrichson, Roger	09.25.2002
Controller Div. Processed
Burling, Laurie	09.25.2002

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6 BRIDGE AT STA. 14+62 (COUNTY)
4005                          1030.10	2.69	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	CY	359.000	965.71
		359.000	965.71
		359.000	965.71
4006                          2010.03	21.00	0.000	0.00
CRUSHED ROCK SURFACE COURSE	TON	94.000	1,974.00
		90.320	1,896.72
		90.320	1,896.72
4007                          4305.24	24.00	0.000	0.00
24" ROUND EQUIVALENT CULVERT PIPE	LF	28.000	672.00
		28.000	672.00
		28.000	672.00
4008                          1011.00	10.00	0.000	0.00
WATER	MGAL	5.000	50.00
Applied		5.000	50.00
		5.000	50.00
GROUP 6 BRIDGE AT STA. 14+62 (COUNTY)		Contracted	0.00
		Current	3,661.71
		In place	3,584.43
		This Estimate	3,584.43
GROUP 6 BRIDGE AT STA. 14+62
0001                          0001.10	1.00	1,332.000	1,332.00
BARRICADE, TYPE III	BDAY	1,332.000	1,332.00
		1,385.000	1,385.00
		0.000	0.00
0002                          0001.30	2.00	222.000	444.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	222.000	444.00
		0.000	0.00
		0.000	0.00
0003                          0001.90	0.30	2,220.000	666.00
SIGN DAY	EACH	2,220.000	666.00
		396.000	118.80
		0.000	0.00
0004                          0030.60	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.064	1,280.00
0005                          1010.01	3.00	1,606.000	4,818.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	1,606.000	4,818.00
		1,606.000	4,818.00
		0.000	0.00
0006                          4043.00	5.00	42.000	210.00
REMOVE CULVERT PIPE	LF	42.000	210.00
		43.000	215.00
		-0.083	-0.42
0007                          4050.01	5.00	42.000	210.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	42.000	210.00
		42.000	210.00
		0.000	0.00
0008                          4305.48	55.02	42.000	2,310.84
48" ROUND EQUIVALENT CULVERT PIPE	LF	42.000	2,310.84
		40.250	2,214.56
		0.000	0.00
0009                          4320.48	746.85	2.000	1,493.70
48" ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,493.70
		2.000	1,493.70
		0.000	0.00
0010                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0011                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0012                          6001.00	5,000.00	1.000	5,000.00
BENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0013                          6001.01	5,000.00	1.000	5,000.00
BENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0014                          6010.22	300.00	74.200	22,260.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	74.200	22,260.00
		74.200	22,260.00
		0.000	0.00
0015                          6010.26	280.00	121.200	33,936.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	121.200	33,936.00
		121.200	33,936.00
		0.000	0.00
0016                          6020.00	0.50	31,270.000	15,635.00
REINFORCING STEEL FOR BRIDGE	LB	31,270.000	15,635.00
		31,270.000	15,635.00
		0.000	0.00
0017                          6040.00	20,000.00	1.000	20,000.00
REMOVE STRUCTURE	EACH	1.000	20,000.00
AT STA. 14+66		1.000	20,000.00
		0.000	0.00
0018                          6080.00	3.00	710.000	2,130.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	710.000	2,130.00
		710.000	2,130.00
		0.000	0.00
0019                          6105.01	27.20	344.000	9,356.80
ROCK RIPRAP, TYPE A	TON	344.000	9,356.80
		361.590	9,835.25
		0.500	13.60
0020                          6200.00	25.00	1,070.000	26,750.00
CONCRETE PILING	LF	1,070.000	26,750.00
		968.090	24,202.25
		0.000	0.00
0021                          7020.00	1,100.00	4.000	4,400.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,400.00
		4.000	4,400.00
		0.000	0.00
0022                          7021.45	850.00	4.000	3,400.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	3,400.00
		4.000	3,400.00
		0.000	0.00
0023                          6200.50	15.00	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	LF	88.370	1,325.55
Pay Cut-Off for Item 20		101.910	1,528.65
		0.000	0.00
0024                          0001.99	1.05	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	200.000	210.00
		394.000	413.70
		0.000	0.00
4001                          1030.10	2.69	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	CY	4,456.000	11,986.64
		4,456.000	11,986.64
		4,456.000	11,986.64
4002                          2010.03	21.00	0.000	0.00
CRUSHED ROCK SURFACE COURSE	TON	261.000	5,481.00
		272.970	5,732.37
		272.970	5,732.37
4003                          4305.24	24.00	0.000	0.00
24" ROUND EQUIVALENT CULVERT PIPE	LF	110.000	2,640.00
		110.000	2,640.00
		110.000	2,640.00
4004                          1011.00	10.00	0.000	0.00
WATER	MGAL	62.000	620.00
Applied		62.000	620.00
		62.000	620.00
GROUP 6 BRIDGE AT STA. 14+62		Contracted	187,352.34
		Current	209,615.53
		In place	207,174.92
		This Estimate	22,272.19
Totals for contract		Contracted	187,352.34
		Current	213,277.24
		In place	210,759.35
		This Estimate	25,856.62