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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0880 CHRISTENSEN BROS., INC.
Contract ID:	3333
Estimate Number:	0006
Pay Period End Date:	06.03.2002

Contract Location:
HARTINGTON SOUTH	Estimate Type:	PROG
Contractor:
CHRISTENSEN BROS., INC.	Date Let:	12.07.2000
644 RIVER ROAD	Date Awarded:	01.02.2001
PO BOX 478	Date Contract Executed:	01.26.2001
	Date Notice to Proceed:	01.26.2001
CHEROKEE IA 51012	Date Work Began:	07.30.2001
Phone:	Date Physical Work Completed:
(712)225-6146	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
CEDAR

Project Number		PCT			Fed State Project Number		Description
31333 000		0.000			BRO-7014(22)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$267,185.47	$252,955.67	$14,229.80
$319,772.30	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$267,185.47	$252,955.67	$14,229.80
$318,932.30	Retainage	$-2,671.85	$-2,529.56	$-142.29
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
83.55%	Net Earnings	$264,513.62	$250,426.11	$14,087.51
	Liquidated Damages	$.00	$.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	$-66.85	$.00	$-66.85
	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	-$66.85	$.00	-$66.85
	Payment	$264,446.77	$250,426.11	$14,020.66
Project Manager			Div. Head/Dist. Eng.
Becker, Roger	06.03.2002		Boyle, Pat	06.03.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.04.2002
Controller Div. Processed
Burling, Laurie	06.04.2002

		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. 30+53.55
0001                          L001.01	600.00	2.000	1,200.00
SEEDING, TYPE A	ha	2.000	1,200.00
		0.000	0.00
		0.000	0.00
0002                          L006.00	2,000.00	2.000	4,000.00
COVER CROP SEEDING	ha	2.000	4,000.00
		0.000	0.00
		0.000	0.00
0003                          L032.75	85.00	10.000	850.00
MULCH	Mg	10.000	850.00
		0.000	0.00
		0.000	0.00
0004                          0001.10	1.60	1,946.000	3,113.60
BARRICADE, TYPE III	BDAY	1,946.000	3,113.60
		2,232.000	3,571.20
		336.000	537.60
0005                          0001.30	1.10	556.000	611.60
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	556.000	611.60
		558.000	613.80
		84.000	92.40
0006                          0001.90	0.40	3,892.000	1,556.80
SIGN DAY	EACH	3,892.000	1,556.80
		3,036.000	1,214.40
		476.000	190.40
0007                          0030.60	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0008                          1009.00	3,000.00	1.000	3,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,000.00
		0.800	2,400.00
		0.800	2,400.00
0009                          1010.01	2.15	4,782.000	10,281.30
EXCAVATION (ESTABLISHED QUANTITY)	m3	4,782.000	10,281.30
		3,500.000	7,525.00
		3,500.000	7,525.00
0010                          1011.00	2.00	113.000	226.00
WATER	kL	113.000	226.00
		0.000	0.00
		0.000	0.00
0011                          1300.24	52.00	18.000	936.00
600 mm DRIVEWAY CULVERT PIPE	m	18.000	936.00
		0.000	0.00
		0.000	0.00
0012                          2010.00	42.00	126.000	5,292.00
CRUSHED ROCK SURFACE COURSE	m3	126.000	5,292.00
		0.000	0.00
		0.000	0.00
0013                          3050.15	290.00	37.600	10,904.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	37.600	10,904.00
		37.600	10,904.00
		0.000	0.00
0014                          3051.10	1.20	2,388.000	2,865.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	2,388.000	2,865.60
		2,388.000	2,865.60
		0.000	0.00
0015                          4043.00	24.00	8.600	206.40
REMOVE CULVERT PIPE	m	8.600	206.40
		8.600	206.40
		8.600	206.40
0016                          4050.01	3.00	373.000	1,119.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	373.000	1,119.00
		118.000	354.00
		118.000	354.00
0017                          4300.24	57.00	20.000	1,140.00
600 mm CULVERT PIPE	m	20.000	1,140.00
		0.000	0.00
		0.000	0.00
0018                          4300.36	76.00	71.000	5,396.00
900 mm CULVERT PIPE	m	71.000	5,396.00
		19.000	1,444.00
		19.000	1,444.00
0019                          4310.24	225.00	1.000	225.00
600 mm FLARED-END SECTION	EACH	1.000	225.00
		0.000	0.00
		0.000	0.00
0020                          4310.36	370.00	6.000	2,220.00
900 mm FLARED-END SECTION	EACH	6.000	2,220.00
		4.000	1,480.00
		4.000	1,480.00
0021                          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
0022                          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
0023                          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
0024                          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
0025                          6010.22	310.00	198.600	61,566.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	198.600	61,566.00
		198.600	61,566.00
		0.000	0.00
0026                          6010.26	300.00	184.500	55,350.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	184.500	55,350.00
		184.500	55,350.00
		0.000	0.00
0027                          6020.00	1.10	27,690.000	30,459.00
REINFORCING STEEL FOR BRIDGE	kg	27,690.000	30,459.00
		27,690.000	30,459.00
		0.000	0.00
0028                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 30+59		1.000	10,000.00
		0.000	0.00
0029                          6080.00	4.00	1,256.000	5,024.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,256.000	5,024.00
		1,256.000	5,024.00
		0.000	0.00
0030                          6105.02	25.00	864.000	21,600.00
ROCK RIPRAP, TYPE B	Mg	864.000	21,600.00
		120.000	3,000.00
		0.000	0.00
0031                          6210.12	70.00	377.000	26,390.00
HP 250 mm X 62 kg STEEL PILING	m	377.000	26,390.00
		370.500	25,935.00
		0.000	0.00
0032                          7020.00	1,400.00	4.000	5,600.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,600.00
		0.000	0.00
		0.000	0.00
0033                          7021.45	1,200.00	4.000	4,800.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	4,800.00
		0.000	0.00
		0.000	0.00
0601                          6210.32	42.00	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	20.000	840.00
In accordance with Paragraph 2, Subsection 703.05 of the 1997 Metric Specs.		6.500	273.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 30+53.55		Contracted	318,932.30
		Current	319,772.30
		In place	267,185.40
		This Estimate	14,229.80
Totals for contract		Contracted	318,932.30
		Current	319,772.30
		In place	267,185.40
		This Estimate	14,229.80