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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0880 CHRISTENSEN BROS., INC.
Contract ID:	3156
Estimate Number:	0008
Pay Period End Date:	02.02.2002

Contract Location:
PONCA NORTHWEST	Estimate Type:	PROG
Contractor:
CHRISTENSEN BROS., INC.	Date Let:	12.07.2000
644 RIVER ROAD	Date Awarded:	12.15.2000
PO BOX 478	Date Contract Executed:	12.27.2000
	Date Notice to Proceed:	12.27.2000
CHEROKEE IA 51012	Date Work Began:	07.09.2001
Phone:	Date Physical Work Completed:
(712)225-6146	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
DIXON

Project Number		PCT			Fed State Project Number		Description
31156 000		0.000			BRO-7026(12)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$403,963.86	$376,171.08	$27,792.78
$410,174.14	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$403,963.86	$376,171.08	$27,792.78
$408,484.14	Retainage	$-4,039.64	$-3,761.71	$-277.93
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
98.49%	Net Earnings	$399,924.22	$372,409.37	$27,514.85
	Liquidated Damages	-$3,366.00	-$1,836.00	-$1,530.00
	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	$-270.48	$-192.50	$-77.98
	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	-$3,636.48	-$2,028.50	-$1,607.98
	Payment	$396,287.74	$370,380.87	$25,906.87
Project Manager			Div. Head/Dist. Eng.
Dirks, Tony	02.04.2002		Boyle, Pat	02.04.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	02.05.2002
Controller Div. Processed
Burling, Laurie	02.05.2002

		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. 4+00
0001                          L006.00	700.00	1.000	700.00
COVER CROP SEEDING	ha	1.000	700.00
		0.000	0.00
		0.000	0.00
0002                          0001.10	1.30	1,668.000	2,168.40
BARRICADE, TYPE III	BDAY	1,668.000	2,168.40
		1,232.000	1,601.60
		72.000	93.60
0003                          0001.30	1.10	278.000	305.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	278.000	305.80
		268.000	294.80
		18.000	19.80
0004                          0001.90	0.45	3,058.000	1,376.10
SIGN DAY	EACH	3,058.000	1,376.10
		1,232.000	554.40
		72.000	32.40
0005                          0030.60	27,000.00	1.000	27,000.00
MOBILIZATION	LS	1.000	27,000.00
		1.000	27,000.00
		0.000	0.00
0006                          1009.00	2,000.00	1.000	2,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0007                          1010.01	2.00	6,385.000	12,770.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	6,385.000	12,770.00
		6,385.000	12,770.00
		1,385.000	2,770.00
0008                          1011.00	2.00	230.000	460.00
WATER	kL	230.000	460.00
		0.000	0.00
		0.000	0.00
0009                          4043.00	10.00	9.754	97.54
REMOVE CULVERT PIPE	m	9.754	97.54
		0.000	0.00
		0.000	0.00
0010                          4050.01	3.00	1,063.000	3,189.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,063.000	3,189.00
		1,063.000	3,189.00
		0.000	0.00
0011                          4350.42	105.00	43.200	4,536.00
1050 mm CORRUGATED METAL PIPE	m	43.200	4,536.00
		43.200	4,536.00
		0.000	0.00
0012                          4350.60	175.00	28.500	4,987.50
1500 mm CORRUGATED METAL PIPE	m	28.500	4,987.50
		28.500	4,987.50
		0.000	0.00
0013                          4360.42	420.00	1.000	420.00
1050 mm METAL FLARED-END SECTION	EACH	1.000	420.00
		1.000	420.00
		0.000	0.00
0014                          4360.60	770.00	1.000	770.00
1500 mm METAL FLARED-END SECTION	EACH	1.000	770.00
		1.000	770.00
		0.000	0.00
0015                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0016                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0017                          6001.00	7,000.00	1.000	7,000.00
BENT NO.1 EXCAVATION	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0018                          6001.01	7,000.00	1.000	7,000.00
BENT NO.2 EXCAVATION	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0019                          6010.22	310.00	172.400	53,444.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	172.400	53,444.00
		172.400	53,444.00
		0.000	0.00
0020                          6010.26	300.00	105.900	31,770.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	105.900	31,770.00
		107.250	32,175.00
		1.350	405.00
0021                          6011.11	99,800.00	1.000	99,800.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	99,800.00
		1.000	99,800.00
		0.000	0.00
0022                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 4+00.48		1.000	10,000.00
		0.000	0.00
0023                          6080.00	4.00	2,052.000	8,208.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	2,052.000	8,208.00
		2,052.000	8,208.00
		0.000	0.00
0024                          6105.02	26.00	1,154.000	30,004.00
ROCK RIPRAP, TYPE B	Mg	1,154.000	30,004.00
		1,154.199	30,009.17
		835.199	21,715.17
0025                          6131.50	1.10	20,830.000	22,913.00
EPOXY COATED REINFORCING STEEL	kg	20,830.000	22,913.00
		20,939.000	23,032.90
		0.000	0.00
0026                          6139.50	40.00	28.000	1,120.00
SUBSURFACE DRAINAGE MATTING	m2	28.000	1,120.00
		28.000	1,120.00
		28.000	1,120.00
0027                          6210.12	65.00	568.000	36,920.00
HP 250 mm X 62 kg STEEL PILING	m	568.000	36,920.00
		498.840	32,424.60
		0.000	0.00
0028                          6310.00	120.00	282.400	33,888.00
STEEL SHEET PILING	m2	282.400	33,888.00
		277.440	33,292.80
		0.000	0.00
0029                          8091.00	24.00	68.200	1,636.80
GRANULAR BACKFILL	m3	68.200	1,636.80
		68.200	1,636.80
		68.200	1,636.80
0601                          6210.32	39.00	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	10.000	390.00
Paragraph 2, Subsection 703.05 of the 1997 Standard Specs.		69.160	2,697.24
		0.000	0.00
0602                          6210.42	130.00	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	10.000	1,300.00
Paragraph 3, Subsection 703.05 of the 1997 Standard Specs.		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 4+00		Contracted	408,484.14
		Current	410,174.14
		In place	403,963.81
		This Estimate	27,792.77
Totals for contract		Contracted	408,484.14
		Current	410,174.14
		In place	403,963.81
		This Estimate	27,792.77