Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0880 CHRISTENSEN BROS., INC.
Contract ID:	1272X
Estimate Number:	0012
Pay Period End Date:	02.07.2002

Contract Location:
AUBURN NORTHWEST	Estimate Type:	FINL

Contractor:
CHRISTENSEN BROS., INC.	Date Let:	12.07.2000
644 RIVER ROAD	Date Awarded:	12.14.2000
PO BOX 478	Date Contract Executed:	12.27.2000
	Date Notice to Proceed:	12.27.2000
CHEROKEE IA 51012	Date Work Began:	01.22.2001
Phone:	Date Physical Work Completed:
(712)225-6146	Date Accepted:
Escrow Agent:

Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
NEMAHA

Project Number		PCT			Fed State Project Number		Description
12272 000B		0.000			BRO-7064(8)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$397,516.45	$397,926.05	$-409.60
$392,640.93	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$397,516.45	$397,926.05	$-409.60
$391,090.80	Retainage	$.00	$-3,979.26	$3,979.26
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.24%	Net Earnings	$397,516.45	$393,946.79	$3,569.66
	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	$-77.52	$-77.52	$.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	-$77.52	-$77.52	$.00
	Payment	$397,438.93	$393,869.27	$3,569.66
Project Manager			Div. Head/Dist. Eng.
Hitzeman, Don	02.27.2002		Sklenar, Michael J	02.27.2002
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	05.23.2002		Hall, David	05.23.2002
Controller Div. Processed
Harring, Joyce	06.03.2002

		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. 10+80.50
0001 L006.00	500.00	2.000	1,000.00
COVER CROP SEEDING	ha	2.000	1,000.00
		2.000	1,000.00
		0.000	0.00

0002 0001.10	1.40	2,508.000	3,511.20
BARRICADE, TYPE III	BDAY	2,508.000	3,511.20
		1,854.000	2,595.60
		0.000	0.00

0003 0001.30	1.00	418.000	418.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	418.000	418.00
		412.000	412.00
		0.000	0.00

0004 0001.90	0.40	4,598.000	1,839.20
SIGN DAY	EACH	4,598.000	1,839.20
		2,133.000	853.20
		0.000	0.00

0005 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

0006 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

0007 1011.00	2.80	124.000	347.20
WATER	kL	124.000	347.20
		79.500	222.60
		0.000	0.00

0008 1030.00	4.80	7,084.000	34,003.20
EARTHWORK MEASURED IN EMBANKMENT	m3	7,120.590	34,178.83
		7,120.590	34,178.83
		0.000	0.00

0009 1043.50	2.00	1,132.000	2,264.00
RIPRAP FILTER FABRIC	m2	1,132.000	2,264.00
		1,530.458	3,060.92
		0.000	0.00

0010 1300.24	50.00	49.500	2,475.00
600 mm DRIVEWAY CULVERT PIPE	m	49.500	2,475.00
		49.500	2,475.00
		0.000	0.00

0011 2010.03	17.00	325.000	5,525.00
CRUSHED ROCK SURFACE COURSE	Mg	325.000	5,525.00
		323.810	5,504.77
		0.000	0.00

0012 4050.01	5.30	231.000	1,224.30
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	231.000	1,224.30
		231.000	1,224.30
		0.000	0.00

0013 4300.24	75.00	96.500	7,237.50
600 mm CULVERT PIPE	m	96.500	7,237.50
		96.500	7,237.50
		0.000	0.00

0014 4310.24	530.00	4.000	2,120.00
600 mm FLARED-END SECTION	EACH	4.000	2,120.00
		4.000	2,120.00
		0.000	0.00

0015 6000.10	3,000.00	1.000	3,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0016 6000.11	3,000.00	1.000	3,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0017 6001.50	8,000.00	1.000	8,000.00
BENT NO.1 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00

0018 6001.51	8,000.00	1.000	8,000.00
BENT NO.2 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00

0019 6010.22	330.00	170.200	56,166.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	170.200	56,166.00
		170.200	56,166.00
		0.000	0.00

0020 6010.26	320.00	212.700	68,064.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	212.700	68,064.00
		212.700	68,064.00
		0.000	0.00

0021 6020.00	1.30	27,650.000	35,945.00
REINFORCING STEEL FOR BRIDGE	kg	27,650.000	35,945.00
		27,650.000	35,945.00
		0.000	0.00

0022 6040.00	12,000.00	1.000	12,000.00
REMOVE STRUCTURE	EACH	1.000	12,000.00
AT STA. 10+82.9		1.000	12,000.00
		0.000	0.00

0023 6080.00	5.00	1,040.000	5,200.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,040.000	5,200.00
		1,040.000	5,200.00
		0.000	0.00

0024 6105.02	24.00	1,113.000	26,712.00
ROCK RIPRAP, TYPE B	Mg	1,113.000	26,712.00
		1,476.522	35,436.53
		0.000	0.00

0025 6210.12	56.00	192.600	10,785.60
HP 250 mm X 62 kg STEEL PILING	m	192.600	10,785.60
		154.480	8,650.88
		0.000	0.00

0026 6210.14	64.00	271.400	17,369.60
HP 310 mm X 79 kg STEEL PILING	m	271.400	17,369.60
		249.590	15,973.76
		0.000	0.00

0027 6251.40	320.00	101.200	32,384.00
ROCK SOCKET	m	101.200	32,384.00
		101.200	32,384.00
		-1.280	-409.60

0028 7020.00	1,300.00	4.000	5,200.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,200.00
		4.000	5,200.00
		0.000	0.00

0029 7021.45	1,200.00	4.000	4,800.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	4,800.00
		4.000	4,800.00
		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	20.000	672.00
		38.120	1,280.83
		0.000	0.00

0602 6210.34	38.40	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	10.000	384.00
		21.810	837.50
		0.000	0.00

0603 6003.00	31.85	0.000	0.00
GRANULAR MATERIAL FOR BRIDGE FOUNDATIONS	m3	10.000	318.50
		6.064	193.14
		0.000	0.00

GROUP 6 BRIDGE AT STA. 10+80.50		Contracted	391,090.80
		Current	392,640.93
		In place	397,516.36
		This Estimate	-409.60

Totals for contract		Contracted	391,090.80
		Current	392,640.93
		In place	397,516.36
		This Estimate	-409.60