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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0880 CHRISTENSEN BROS., INC.
Contract ID:	1151
Estimate Number:	0018
Pay Period End Date:	03.25.2002

Contract Location:
WAVERLY NORTHEAST	Estimate Type:	FINL
Contractor:
CHRISTENSEN BROS., INC.	Date Let:	01.11.2001
644 RIVER ROAD	Date Awarded:	01.24.2001
PO BOX 478	Date Contract Executed:	02.01.2001
	Date Notice to Proceed:	02.01.2001
CHEROKEE IA 51012	Date Work Began:	02.20.2001
Phone:	Date Physical Work Completed:
(712)225-6146	Date Accepted:	12.21.2001
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
LANCASTER

Project Number		PCT			Fed State Project Number		Description
12151 000		0.000			BRO-7055(98)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$930,911.49	$932,223.32	$-1,311.83
$933,997.66	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$930,911.49	$932,223.32	$-1,311.83
$910,090.39	Retainage	$.00	$-9,322.23	$9,322.23
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.67%	Net Earnings	$930,911.49	$922,901.09	$8,010.40
	Liquidated Damages	-$2,694.00	-$4,041.00	$1,347.00
	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	$-189.37	$-189.37	$.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	-$2,883.37	-$4,230.37	$1,347.00
	Payment	$928,028.12	$918,670.72	$9,357.40
Project Manager			Div. Head/Dist. Eng.
Winslow, Larry	03.26.2002		Sklenar, Michael J	03.27.2002
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	04.10.2002		Hall, David	04.10.2002
Controller Div. Processed
Harring, Joyce	05.17.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	7,592.84	448321
		epoxy coated re-steel
		S.P. Adjustment	-1,647.87	448321
		epoxy coated re-steel
		Total for estimate 0004:	5,944.97
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-717.36	448321
		epoxy coated re-steel
		Total for estimate 0008:	-717.36
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,915.41	448321
		epoxy coated re-steel
		Total for estimate 0009:	-1,915.41
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,312.20	448321
		epoxy coated re-steel
		Total for estimate 0012:	-3,312.20
		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. 101+67.500
0001                          L001.01	3,000.00	1.000	3,000.00
SEEDING, TYPE A	ha	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0002                          L006.00	800.00	1.000	800.00
COVER CROP SEEDING	ha	1.000	800.00
		0.000	0.00
		0.000	0.00
0003                          L032.75	110.00	5.000	550.00
MULCH	Mg	5.000	550.00
		5.180	569.80
		0.180	19.80
0004                          0001.10	1.60	1,701.000	2,721.60
BARRICADE, TYPE III	BDAY	1,701.000	2,721.60
		1,160.000	1,856.00
		0.000	0.00
0005                          0001.30	0.40	486.000	194.40
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	486.000	194.40
		0.000	0.00
		0.000	0.00
0006                          0001.90	0.40	3,159.000	1,263.60
SIGN DAY	EACH	3,159.000	1,263.60
		725.000	290.00
		0.000	0.00
0007                          0030.60	50,000.00	1.000	50,000.00
MOBILIZATION	LS	1.000	50,000.00
		1.000	50,000.00
		0.000	0.00
0008                          1000.00	130.00	31.000	4,030.00
LARGE TREE REMOVAL	EACH	31.000	4,030.00
		47.000	6,110.00
		0.000	0.00
0009                          1011.00	2.50	118.000	295.00
WATER	kL	118.000	295.00
		0.000	0.00
		0.000	0.00
0010                          1030.00	5.10	4,695.000	23,944.50
EARTHWORK MEASURED IN EMBANKMENT	m3	4,695.000	23,944.50
		4,695.000	23,944.50
		0.000	0.00
0011                          1043.50	2.00	1,198.000	2,396.00
RIPRAP FILTER FABRIC	m2	1,198.000	2,396.00
		1,198.000	2,396.00
		0.000	0.00
0012                          1300.24	56.00	54.000	3,024.00
600 mm DRIVEWAY CULVERT PIPE	m	54.000	3,024.00
		41.000	2,296.00
		0.000	0.00
0013                          3050.15	200.00	103.400	20,680.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	103.400	20,680.00
		103.400	20,680.00
		6.780	1,356.00
0014                          3051.10	1.20	6,375.000	7,650.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	6,375.000	7,650.00
		6,375.000	7,650.00
		0.000	0.00
0015                          6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0016                          6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0017                          6005.35	300.00	18.840	5,652.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	18.840	5,652.00
		18.840	5,652.00
		0.000	0.00
0018                          6005.78	900.00	12.000	10,800.00
EXPANSION BEARING, TFE TYPE	EACH	12.000	10,800.00
		12.000	10,800.00
		0.000	0.00
0019                          6005.83	900.00	4.000	3,600.00
FIXED BEARING	EACH	4.000	3,600.00
		4.000	3,600.00
		0.000	0.00
0020                          6010.22	420.00	203.900	85,638.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	203.900	85,638.00
		203.900	85,638.00
		0.000	0.00
0021                          6010.26	410.00	136.300	55,883.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	136.300	55,883.00
		136.300	55,883.00
		0.000	0.00
0022                          6040.00	25,000.00	1.000	25,000.00
REMOVE STRUCTURE	EACH	1.000	25,000.00
AT STA. 101+64.87		1.000	25,000.00
		0.000	0.00
0023                          6071.10	110,000.00	1.000	110,000.00
STEEL SUPERSTRUCTURE	LS	1.000	110,000.00
AT STA. 101+67.5		1.000	110,000.00
		0.000	0.00
0024                          6080.00	7.00	1,925.000	13,475.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,925.000	13,475.00
		1,925.000	13,475.00
		0.000	0.00
0025                          6105.02	19.00	1,151.000	21,869.00
ROCK RIPRAP, TYPE B	Mg	1,151.000	21,869.00
		1,175.455	22,333.65
		2.000	38.00
0026                          6131.50	1.40	25,750.000	36,050.00
EPOXY COATED REINFORCING STEEL	kg	25,750.000	36,050.00
		25,750.000	36,050.00
		0.000	0.00
0027                          6210.12	60.00	228.700	13,722.00
HP 250 mm X 62 kg STEEL PILING	m	228.700	13,722.00
		216.500	12,990.00
		0.000	0.00
0028                          6210.14	70.00	128.000	8,960.00
HP 310 mm X 79 kg STEEL PILING	m	128.000	8,960.00
		115.400	8,078.00
		0.000	0.00
0029                          6251.40	1,000.00	20.100	20,100.00
ROCK SOCKET	m	20.100	20,100.00
		20.100	20,100.00
		0.000	0.00
0030                          6251.50	800.00	44.800	35,840.00
DRILLED SHAFT	m	44.800	35,840.00
		44.800	35,840.00
		0.000	0.00
0031                          7011.20	46.00	116.210	5,345.66
W-BEAM GUARDRAIL	m	116.210	5,345.66
		116.210	5,345.66
		0.000	0.00
0032                          7020.00	1,150.00	4.000	4,600.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,600.00
		4.000	4,600.00
		0.000	0.00
0033                          7021.47	1,400.00	2.000	2,800.00
MELT	EACH	2.000	2,800.00
		2.000	2,800.00
		0.000	0.00
0034                          7022.00	450.00	2.000	900.00
END ANCHORAGE ASSEMBLY	EACH	2.000	900.00
		2.000	900.00
		0.000	0.00
6001                          6210.32	36.00	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	12.200	439.20
		12.200	439.20
		0.000	0.00
6002                          6210.34	42.00	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	16.300	684.60
		12.600	529.20
		0.000	0.00
GROUP 6 BRIDGE AT STA. 101+67.500		Contracted	590,783.76
		Current	591,907.56
		In place	588,846.01
		This Estimate	1,413.80
GROUP 6A BRIDGE AT STA. 102+84.50
0035                          0001.10	1.60	1,701.000	2,721.60
BARRICADE, TYPE III	BDAY	1,701.000	2,721.60
		3,368.000	5,388.80
		0.000	0.00
0036                          0001.30	0.40	486.000	194.40
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	486.000	194.40
		0.000	0.00
		0.000	0.00
0037                          0001.90	0.40	3,159.000	1,263.60
SIGN DAY	EACH	3,159.000	1,263.60
		2,105.000	842.00
		0.000	0.00
0038                          0030.60	24,000.00	1.000	24,000.00
MOBILIZATION	LS	1.000	24,000.00
		1.000	24,000.00
		0.000	0.00
0039                          1043.50	2.50	875.000	2,187.50
RIPRAP FILTER FABRIC	m2	875.000	2,187.50
		875.000	2,187.50
		0.000	0.00
0040                          3050.15	250.00	109.700	27,425.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	109.700	27,425.00
		109.700	27,425.00
		0.000	0.00
0041                          3051.10	1.33	5,655.000	7,521.15
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	5,655.000	7,521.15
		5,655.000	7,521.15
		0.000	0.00
0042                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0043                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0044                          6001.00	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
0045                          6001.01	10,000.00	1.000	10,000.00
BENT NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0046                          6010.22	310.00	274.100	84,971.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	265.290	82,239.90
		265.300	82,243.00
		-8.800	-2,728.00
0047                          6010.26	360.00	127.700	45,972.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	127.700	45,972.00
		127.700	45,972.00
		0.000	0.00
0048                          6040.00	16,000.00	1.000	16,000.00
REMOVE STRUCTURE	EACH	1.000	16,000.00
AT STA. 102+81.085		1.000	16,000.00
		0.000	0.00
0049                          6080.00	5.00	905.000	4,525.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	905.000	4,525.00
		905.000	4,525.00
		0.000	0.00
0050                          6105.02	19.00	814.000	15,466.00
ROCK RIPRAP, TYPE B	Mg	814.000	15,466.00
		838.455	15,930.65
		0.000	0.00
0051                          6131.50	1.40	25,020.000	35,028.00
EPOXY COATED REINFORCING STEEL	kg	24,565.000	34,391.00
		24,565.000	34,391.00
		0.000	0.00
0052                          6210.12	65.00	61.000	3,965.00
HP 250 mm X 62 kg STEEL PILING	m	61.000	3,965.00
		50.200	3,263.00
		0.000	0.00
0053                          6210.14	70.00	91.500	6,405.00
HP 310 mm X 79 kg STEEL PILING	m	91.500	6,405.00
		63.100	4,417.00
		0.000	0.00
0054                          7011.20	46.00	160.030	7,361.38
W-BEAM GUARDRAIL	m	160.030	7,361.38
		160.030	7,361.38
		0.000	0.00
0055                          7020.00	1,150.00	4.000	4,600.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,600.00
		4.000	4,600.00
		0.000	0.00
0056                          7021.47	1,400.00	2.000	2,800.00
MELT	EACH	2.000	2,800.00
		2.000	2,800.00
		0.000	0.00
0057                          7022.00	450.00	2.000	900.00
END ANCHORAGE ASSEMBLY	EACH	2.000	900.00
		2.000	900.00
		0.000	0.00
4001                          3075.41	44.10	0.000	0.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	406.100	17,909.01
230mm Conc Pvmt		406.100	17,909.01
		0.000	0.00
4002                          9173.20	2.63	0.000	0.00
SUBGRADE PREPARATION	m2	490.900	1,291.07
Subgrade Prep		491.000	1,291.33
		0.900	2.37
4003                          6610.60	315.00	0.000	0.00
METAL BOND BREAKER	EACH	2.000	630.00
Metal Bond Breaker		2.000	630.00
		0.000	0.00
4004                          3089.80	115.50	0.000	0.00
FLOWABLE FILL CONCRETE	m3	16.000	1,848.00
Backfill for Bent # 1		16.000	1,848.00
		0.000	0.00
4005                          6131.65	840.60	0.000	0.00
CUT AND EPOXY REINFORCING STEEL	LS	1.000	840.60
Modification of Re-Steel in Bent # 2 footing		1.000	840.60
		0.000	0.00
4006                          W900.02	345.80	0.000	0.00
RESTOCKING	LS	1.000	345.80
County to purchase unused Re-Steel from Contractor		1.000	345.80
		0.000	0.00
4007                          3089.80	115.50	0.000	0.00
FLOWABLE FILL CONCRETE	m3	20.000	2,310.00
Backfill for Bent # 2		16.000	1,848.00
		0.000	0.00
6003                          6210.32	39.00	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	7.500	292.50
		10.600	413.40
		0.000	0.00
6004                          6210.44	42.00	0.000	0.00
HP 310 mm X 79 kg, PILE SPLICES	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
6005                          6210.34	42.00	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	16.300	684.60
Pay Cut-Off, HP 310mmx79kg Steel Piling		27.900	1,171.80
		0.000	0.00
GROUP 6A BRIDGE AT STA. 102+84.50		Contracted	319,306.63
		Current	342,090.11
		In place	342,065.42
		This Estimate	-2,725.63
Totals for contract		Contracted	910,090.39
		Current	933,997.67
		In place	930,911.43
		This Estimate	-1,311.83