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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0880 CHRISTENSEN BROS., INC.
Contract ID:	1006X
Estimate Number:	0016
Pay Period End Date:	12.19.2002

Contract Location:
PAWNEE CITY SOUTH	Estimate Type:	PROG
Contractor:
CHRISTENSEN BROS., INC.	Date Let:	12.07.2000
644 RIVER ROAD	Date Awarded:	12.27.2000
PO BOX 478	Date Contract Executed:	01.31.2001
	Date Notice to Proceed:	01.31.2001
CHEROKEE IA 51012	Date Work Began:	03.26.2001
Phone:	Date Physical Work Completed:
(712)225-6146	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
PAWNEE

Project Number		PCT			Fed State Project Number		Description
12006 000		0.000			BRO-7067(13)		GR CULV BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$574,279.70	$564,957.33	$9,322.37
$574,914.59	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$574,279.70	$564,957.33	$9,322.37
$571,688.10	Retainage	$-5,742.80	$-5,649.57	$-93.23
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.89%	Net Earnings	$568,536.90	$559,307.76	$9,229.14
	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	$-275.05	$-275.05	$.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	-$275.05	-$275.05	$.00
	Payment	$568,261.85	$559,032.71	$9,229.14
Project Manager			Div. Head/Dist. Eng.
Hitzeman, Don	12.19.2002		Sklenar, Michael J	12.20.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.20.2002
Controller Div. Processed
Burling, Laurie	12.23.2002

		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 1 GRADING
0001                          L006.00	800.00	1.540	1,232.00
COVER CROP SEEDING	ha	1.540	1,232.00
		0.000	0.00
		0.000	0.00
0002                          0030.10	3,800.00	1.000	3,800.00
MOBILIZATION	LS	1.000	3,800.00
		1.000	3,800.00
		0.000	0.00
0003                          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
0004                          1011.00	1.00	569.000	569.00
WATER	kL	569.000	569.00
		0.000	0.00
		0.000	0.00
0005                          1030.00	4.00	15,687.000	62,748.00
EARTHWORK MEASURED IN EMBANKMENT	m3	15,687.000	62,748.00
		15,687.000	62,748.00
		0.000	0.00
0006                          1300.24	75.00	20.000	1,500.00
600 mm DRIVEWAY CULVERT PIPE	m	20.000	1,500.00
		20.000	1,500.00
		0.000	0.00
0007                          1300.36	90.00	27.000	2,430.00
900 mm DRIVEWAY CULVERT PIPE	m	27.000	2,430.00
		27.000	2,430.00
		0.000	0.00
GROUP 1 GRADING		Contracted	74,279.00
		Current	74,279.00
		In place	72,478.00
		This Estimate	0.00
GROUP 4 CULVERTS
0008                          0030.40	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0009                          4050.01	6.00	460.000	2,760.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	460.000	2,760.00
		460.000	2,760.00
		0.000	0.00
0010                          4300.24	80.00	17.000	1,360.00
600 mm CULVERT PIPE	m	17.000	1,360.00
		17.000	1,360.00
		0.000	0.00
0011                          4300.36	124.00	28.000	3,472.00
900 mm CULVERT PIPE	m	28.000	3,472.00
		28.000	3,472.00
		3.000	372.00
0012                          4300.66	245.00	51.500	12,617.50
1650 mm CULVERT PIPE	m	51.500	12,617.50
		51.500	12,617.50
		0.000	0.00
0013                          4310.24	200.00	1.000	200.00
600 mm FLARED-END SECTION	EACH	1.000	200.00
		1.000	200.00
		0.000	0.00
0014                          4310.36	400.00	1.000	400.00
900 mm FLARED-END SECTION	EACH	1.000	400.00
		1.000	400.00
		0.000	0.00
0015                          4310.66	750.00	1.000	750.00
1650 mm FLARED-END SECTION	EACH	1.000	750.00
		1.000	750.00
		0.000	0.00
4002                          4043.00	41.31	0.000	0.00
REMOVE CULVERT PIPE	m	6.100	251.99
Remove Culvert Pipe @ Station 9+72.6 Rt.		6.100	251.99
		6.100	251.99
4003                          4040.00	262.50	0.000	0.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	262.50
Remove Headwalls @ Station 9+72.6 Rt.		1.000	262.50
		1.000	262.50
GROUP 4 CULVERTS		Contracted	22,559.50
		Current	23,073.99
		In place	23,073.99
		This Estimate	886.49
GROUP 4A CULVERT AT STA. 13+59
0016                          0030.40	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0017                          4051.01	6.00	276.000	1,656.00
EXCAVATION FOR BOX CULVERTS	m3	276.000	1,656.00
		353.478	2,120.87
		0.000	0.00
0018                          4101.06	320.00	103.890	33,244.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	103.890	33,244.80
		103.890	33,244.80
		0.000	0.00
0019                          4151.00	1.20	6,102.000	7,322.40
REINFORCING STEEL FOR BOX CULVERT	kg	6,102.000	7,322.40
		6,102.000	7,322.40
		0.000	0.00
0020                          6040.00	8,000.00	1.000	8,000.00
REMOVE STRUCTURE	EACH	1.000	8,000.00
AT STA. 13+55.3		1.000	8,000.00
		0.000	0.00
6003                          4051.12	32.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	77.000	2,464.00
		77.478	2,479.30
		0.000	0.00
GROUP 4A CULVERT AT STA. 13+59		Contracted	54,223.20
		Current	56,687.20
		In place	57,167.37
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 10+47.0
0021                          0030.60	35,000.00	1.000	35,000.00
MOBILIZATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.080	2,800.00
0022                          1043.50	2.00	1,156.000	2,312.00
RIPRAP FILTER FABRIC	m2	1,156.000	2,312.00
		1,164.784	2,329.56
		1.222	2.44
0023                          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
0024                          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
0025                          6001.00	6,000.00	1.000	6,000.00
BENT NO.1 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0026                          6001.03	6,000.00	1.000	6,000.00
BENT NO.4 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0027                          6001.51	9,000.00	1.000	9,000.00
BENT NO.2 EXCAVATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0028                          6001.52	9,000.00	1.000	9,000.00
BENT NO.3 EXCAVATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0029                          6010.22	320.00	294.000	94,080.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	294.000	94,080.00
		294.000	94,080.00
		0.000	0.00
0030                          6010.26	310.00	281.800	87,358.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	281.800	87,358.00
		281.800	87,358.00
		0.000	0.00
0031                          6020.00	1.24	35,835.000	44,435.40
REINFORCING STEEL FOR BRIDGE	kg	35,835.000	44,435.40
		35,835.000	44,435.40
		0.000	0.00
0032                          6040.00	24,000.00	1.000	24,000.00
REMOVE STRUCTURE	EACH	1.000	24,000.00
AT STA. 10+44.50		1.000	24,000.00
		0.000	0.00
0033                          6080.00	6.00	1,805.000	10,830.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,805.000	10,830.00
		1,805.000	10,830.00
		0.000	0.00
0034                          6105.02	28.00	1,089.000	30,492.00
ROCK RIPRAP, TYPE B	Mg	1,089.000	30,492.00
		1,192.528	33,390.78
		211.711	5,927.91
0035                          6210.12	70.00	562.000	39,340.00
HP 250 mm X 62 kg STEEL PILING	m	562.000	39,340.00
		561.685	39,317.95
		0.000	0.00
4001                          4976.10	-300.00	0.000	0.00
MODIFICATION	LS	1.000	-300.00
Delete Bridge Smoothness Specification		1.000	-300.00
		1.000	-300.00
6001                          6210.32	42.00	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	10.000	420.00
		3.005	126.21
		0.000	0.00
6002                          6003.00	32.00	0.000	0.00
GRANULAR MATERIAL FOR BRIDGE FOUNDATIONS	m3	4.000	128.00
		7.832	250.63
		0.000	0.00
GROUP 6 BRIDGE AT STA. 10+47.0		Contracted	403,847.40
		Current	404,095.40
		In place	406,818.53
		This Estimate	8,430.35
GROUP 7 GUARDRAIL
0036                          0030.70	200.00	1.000	200.00
MOBILIZATION	LS	1.000	200.00
		1.000	200.00
		0.000	0.00
0037                          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
0038                          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
GROUP 7 GUARDRAIL		Contracted	10,200.00
		Current	10,200.00
		In place	10,200.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0039                          0001.10	1.60	2,340.000	3,744.00
BARRICADE, TYPE III	BDAY	2,340.000	3,744.00
		1,632.000	2,611.20
		0.000	0.00
0040                          0001.30	1.00	390.000	390.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	390.000	390.00
		480.000	480.00
		0.000	0.00
0041                          0001.90	0.50	4,290.000	2,145.00
SIGN DAY	EACH	4,290.000	2,145.00
		2,301.000	1,150.50
		11.000	5.50
0042                          0030.10	300.00	1.000	300.00
MOBILIZATION	LS	1.000	300.00
		1.000	300.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	6,579.00
		Current	6,579.00
		In place	4,541.70
		This Estimate	5.50
Totals for contract		Contracted	571,688.10
		Current	574,914.59
		In place	574,279.59
		This Estimate	9,322.34