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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0880 CHRISTENSEN BROS., INC.
Contract ID:	3362
Estimate Number:	0013
Pay Period End Date:	12.12.2001

Contract Location:
JACKSON SOUTHWEST	Estimate Type:	PROG
Contractor:
CHRISTENSEN BROS., INC.	Date Let:	12.07.2000
644 RIVER ROAD	Date Awarded:	12.21.2000
PO BOX 478	Date Contract Executed:	01.22.2001
	Date Notice to Proceed:	01.22.2001
CHEROKEE IA 51012	Date Work Began:	03.05.2001
Phone:	Date Physical Work Completed:
(712)225-6146	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
DAKOTA

Project Number		PCT			Fed State Project Number		Description
31362 000		0.000			BRO-7022(13)		GR BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$479,157.42	$479,157.42	$.00
$482,528.40	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$479,157.42	$479,157.42	$.00
$466,357.70	Retainage	$-4,791.57	$-4,791.57	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.30%	Net Earnings	$474,365.85	$474,365.85	$.00
	Liquidated Damages	$.00	-$3,150.00	$3,150.00
	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	$-95.40	$-95.40	$.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	-$95.40	-$3,245.40	$3,150.00
	Payment	$474,270.45	$471,120.45	$3,150.00
Project Manager			Div. Head/Dist. Eng.
Dirks, Tony	12.14.2001		Boyle, Pat	12.18.2001
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.18.2001
Controller Div. Processed
Burling, Laurie	12.19.2001

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	64,770.00	3638
		Prestressed Concrete Bridge Beams IT400
		Total for estimate 0003:	64,770.00
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-64,770.00	3638
		Prestressed Concrete Bridge Beams IT400
		Total for estimate 0006:	-64,770.00
		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+74.00
0607                          6960.02	3,217.25	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,217.25
Compensation for Plan Errors		1.000	3,217.25
		0.000	0.00
Group 6 Bridge at Sta 4+74.00		Contracted	0.00
		Current	3,217.25
		In place	3,217.25
		This Estimate	0.00
GROUP 1 GRADING
0001                          L006.00	260.00	1.300	338.00
COVER CROP SEEDING	ha	1.300	338.00
		0.000	0.00
		0.000	0.00
0002                          0030.10	3,700.00	1.000	3,700.00
MOBILIZATION	LS	1.000	3,700.00
		1.000	3,700.00
		0.000	0.00
0003                          1009.00	2,500.00	1.000	2,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0004                          1010.01	1.70	15,847.000	26,939.90
EXCAVATION (ESTABLISHED QUANTITY)	m3	15,847.000	26,939.90
		15,847.000	26,939.90
		0.000	0.00
0005                          1011.00	2.70	347.000	936.90
WATER	kL	347.000	936.90
		0.000	0.00
		0.000	0.00
0006                          4050.01	9.20	326.000	2,999.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	326.000	2,999.20
		326.000	2,999.20
		0.000	0.00
0007                          4350.24	46.00	13.400	616.40
600 mm CORRUGATED METAL PIPE	m	13.400	616.40
		13.400	616.40
		0.000	0.00
0008                          4350.36	70.00	40.200	2,814.00
900 mm CORRUGATED METAL PIPE	m	40.200	2,814.00
		40.200	2,814.00
		0.000	0.00
0009                          4350.42	104.00	20.400	2,121.60
1050 mm CORRUGATED METAL PIPE	m	20.400	2,121.60
		20.400	2,121.60
		0.000	0.00
0010                          4360.24	124.00	1.000	124.00
600 mm METAL FLARED-END SECTION	EACH	1.000	124.00
		1.000	124.00
		0.000	0.00
0011                          4360.36	260.00	2.000	520.00
900 mm METAL FLARED-END SECTION	EACH	2.000	520.00
		2.000	520.00
		0.000	0.00
0012                          4360.42	400.00	1.000	400.00
1050 mm METAL FLARED-END SECTION	EACH	1.000	400.00
		1.000	400.00
		0.000	0.00
0013                          6105.02	22.50	1,546.000	34,785.00
ROCK RIPRAP, TYPE B	Mg	1,546.000	34,785.00
		1,545.250	34,768.12
		0.000	0.00
GROUP 1 GRADING		Contracted	78,795.00
		Current	78,795.00
		In place	77,503.22
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 4+74.00
0014                          0030.60	30,000.00	1.000	30,000.00
MOBILIZATION	LS	1.000	30,000.00
		1.000	30,000.00
		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                          6001.50	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                          6001.51	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	143.800	44,578.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	143.800	44,578.00
		143.800	44,578.00
		0.000	0.00
0020                          6010.26	300.00	88.800	26,640.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	88.800	26,640.00
		92.400	27,720.00
		0.000	0.00
0021                          6011.11	85,000.00	1.000	85,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	85,000.00
AT STA. 4+74		1.000	85,000.00
		0.000	0.00
0022                          6020.00	1.10	17,080.000	18,788.00
REINFORCING STEEL FOR BRIDGE	kg	17,080.000	18,788.00
		17,182.000	18,900.20
		0.000	0.00
0023                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 4+80		1.000	10,000.00
		0.000	0.00
0024                          6080.00	4.00	1,896.000	7,584.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,896.000	7,584.00
		1,896.000	7,584.00
		0.000	0.00
0025                          6105.02	24.00	2,294.000	55,056.00
ROCK RIPRAP, TYPE B	Mg	2,294.000	55,056.00
		2,301.810	55,243.44
		0.000	0.00
0026                          6139.50	40.00	25.200	1,008.00
SUBSURFACE DRAINAGE MATTING	m2	25.200	1,008.00
		25.200	1,008.00
		0.000	0.00
0027                          6210.12	56.00	693.000	38,808.00
HP 250 mm X 62 kg STEEL PILING	m	693.000	38,808.00
		659.836	36,950.82
		0.000	0.00
0028                          6310.00	115.00	305.600	35,144.00
STEEL SHEET PILING	m2	305.600	35,144.00
		303.960	34,955.40
		0.000	0.00
0029                          8091.00	24.00	60.000	1,440.00
GRANULAR BACKFILL	m3	60.000	1,440.00
		59.470	1,427.28
		0.000	0.00
0601                          6210.32	33.60	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	10.000	336.00
Paragragh 2, Subsection 703.05 of the 1997 Standard Specs.		32.804	1,102.20
		0.000	0.00
0602                          6210.61	112.00	0.000	0.00
PILE SPLICE	EACH	10.000	1,120.00
Paragraph 3, Subsection 703.05 of the 1997 Standard Specs.		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 4+74.00		Contracted	372,046.00
		Current	373,502.00
		In place	372,469.34
		This Estimate	0.00
GROUP 7 GUARDRAIL
0030                          0030.70	600.00	1.000	600.00
MOBILIZATION	LS	1.000	600.00
		1.000	600.00
		0.000	0.00
0031                          7020.00	1,500.00	4.000	6,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	6,000.00
		4.000	6,000.00
		0.000	0.00
0032                          7021.45	1,300.00	4.000	5,200.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	5,200.00
		4.000	5,200.00
		0.000	0.00
0603                          7011.20	72.67	0.000	0.00
W-BEAM GUARDRAIL	m	76.200	5,537.45
		76.200	5,537.45
		0.000	0.00
0604                          7021.45	1,365.00	0.000	0.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	5,460.00
		4.000	5,460.00
		0.000	0.00
0605                          0030.71		1.000
MOBILIZATION	LS	2.000	0.00
		1.000	500.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	11,800.00
		Current	23,297.45
		In place	23,297.45
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0033                          0001.10	1.10	1,668.000	1,834.80
BARRICADE, TYPE III	BDAY	1,668.000	1,834.80
		1,296.000	1,425.60
		0.000	0.00
0034                          0001.30	1.10	278.000	305.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	278.000	305.80
		308.000	338.80
		0.000	0.00
0035                          0001.90	0.45	3,058.000	1,376.10
SIGN DAY	EACH	3,058.000	1,376.10
		1,568.000	705.60
		0.000	0.00
0036                          0030.10	200.00	1.000	200.00
MOBILIZATION	LS	1.000	200.00
		1.000	200.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	3,716.70
		Current	3,716.70
		In place	2,670.00
		This Estimate	0.00
Totals for contract		Contracted	466,357.70
		Current	482,028.40
		In place	479,157.26
		This Estimate	0.00