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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0880 CHRISTENSEN BROS., INC.
Contract ID:	3107
Estimate Number:	0013
Pay Period End Date:	08.30.2003

Contract Location:
TILDEN NORTHEAST	Estimate Type:	PROG
Contractor:
CHRISTENSEN BROS., INC.	Date Let:	11.14.2002
644 RIVER ROAD	Date Awarded:	12.03.2002
PO BOX 478	Date Contract Executed:	12.20.2002
	Date Notice to Proceed:	12.20.2002
CHEROKEE IA 51012	Date Work Began:
Phone:	Date Physical Work Completed:
(712)225-6146	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
MADISON

Project Number		PCT			Fed State Project Number		Description
31107 000		0.000			BRO-7059(12)		GRAD CONC PAVE BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$860,790.03	$805,739.43	$55,050.60
$959,508.93	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$860,790.03	$805,739.43	$55,050.60
$951,589.68	Retainage	$-8,607.90	$-8,057.39	$-550.51
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
89.71%	Net Earnings	$852,182.13	$797,682.04	$54,500.09
	Liquidated Damages	-$3,384.00	$.00	-$3,384.00
	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	$3.55	$2.84	$.71
	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	-$3,380.45	$2.84	-$3,383.29
	Payment	$848,801.68	$797,684.88	$51,116.80
Project Manager			Div. Head/Dist. Eng.
Davis, Rob	09.05.2003		Boyle, Pat	09.10.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.11.2003
Controller Div. Processed
Burling, Laurie	09.11.2003

		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                          0030.10	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		0.985	2,955.00
		0.000	0.00
0002                          1009.00	3,000.00	1.000	3,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0003                          1010.01	3.60	5,924.000	21,326.40
EXCAVATION (ESTABLISHED QUANTITY)	CY	5,924.000	21,326.40
		5,924.000	21,326.40
		1,184.000	4,262.40
0004                          1011.00	1.00	50.000	50.00
WATER	MGAL	50.000	50.00
		0.000	0.00
		0.000	0.00
0005                          1101.25	2.50	44.000	110.00
SAWING PAVEMENT	LF	44.000	110.00
		0.000	0.00
		0.000	0.00
0006                          1106.00	2.50	90.000	225.00
REMOVE DRIVEWAY	SY	90.000	225.00
		117.000	292.50
		117.000	292.50
0007                          1315.24	42.00	30.000	1,260.00
24" REINFORCED CONCRETE PIPE FOR DRIVEWAY CULVERT PIPE	LF	30.000	1,260.00
		30.000	1,260.00
		30.000	1,260.00
0008                          L006.00	150.00	4.000	600.00
COVER CROP SEEDING	ACRE	4.000	600.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	29,571.40
		Current	29,571.40
		In place	28,833.90
		This Estimate	5,814.90
GROUP 3 CONCRETE PAVEMENT
0009                          0002.76	0.60	2,510.000	1,506.00
PERMANENT PAVEMENT MARKING PAINT	LF	2,510.000	1,506.00
		0.000	0.00
		0.000	0.00
0010                          0030.30	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		0.000	0.00
		0.000	0.00
0011                          2020.00	36.00	13.000	468.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	SY	13.000	468.00
		0.000	0.00
		0.000	0.00
0012                          2021.00	70.00	1.000	70.00
MAILBOX POST	EACH	1.000	70.00
		0.000	0.00
		0.000	0.00
0013                          3020.24	32.00	81.000	2,592.00
CONCRETE CLASS 47B-3500 DRIVEWAY	SY	81.000	2,592.00
		0.000	0.00
		0.000	0.00
0014                          3075.32	30.00	1,803.000	54,090.00
8" CONCRETE PAVEMENT, CLASS 47B-3500	SY	1,803.000	54,090.00
		0.000	0.00
		0.000	0.00
0015                          9034.00	9.00	81.000	729.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	81.000	729.00
		0.000	0.00
		0.000	0.00
0016                          9111.00	12.00	12.000	144.00
WATER	MGAL	12.000	144.00
		0.000	0.00
		0.000	0.00
0017                          9170.00	200.00	16.748	3,349.60
EARTH SHOULDER CONSTRUCTION	STA	16.748	3,349.60
		0.000	0.00
		0.000	0.00
0018                          9173.00	370.00	7.374	2,728.38
SUBGRADE PREPARATION	STA	7.374	2,728.38
		4.437	1,641.69
		4.437	1,641.69
GROUP 3 CONCRETE PAVEMENT		Contracted	68,676.98
		Current	68,676.98
		In place	1,641.69
		This Estimate	1,641.69
GROUP 6 BRIDGE AT STA 31+25
0019                          0030.60	70,000.00	1.000	70,000.00
MOBILIZATION	LS	1.000	70,000.00
		1.000	70,000.00
		0.000	0.00
0020                          1010.01	5.00	120.000	600.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	120.000	600.00
		120.000	600.00
		0.000	0.00
0021                          1043.50	2.00	1,911.000	3,822.00
RIPRAP FILTER FABRIC	SY	1,911.000	3,822.00
		800.000	1,600.00
		0.000	0.00
0022                          3050.15	200.00	145.600	29,120.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	145.600	29,120.00
		136.300	27,260.00
		75.000	15,000.00
0023                          3051.10	0.50	17,040.000	8,520.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	17,040.000	8,520.00
		17,040.000	8,520.00
		6,510.000	3,255.00
0024                          6000.10	7,000.00	1.000	7,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0025                          6000.11	7,000.00	1.000	7,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0026                          6000.60	24,000.00	1.000	24,000.00
PIER NO.1 EXCAVATION	LS	1.000	24,000.00
		1.000	24,000.00
		0.000	0.00
0027                          6001.00	15,000.00	1.000	15,000.00
BENT NO.1 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0028                          6001.01	15,000.00	1.000	15,000.00
BENT NO.2 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0029                          6005.35	50.00	62.800	3,140.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	62.800	3,140.00
		62.800	3,140.00
		62.800	3,140.00
0030                          6005.78	1,200.00	8.000	9,600.00
EXPANSION BEARING, TFE TYPE	EACH	8.000	9,600.00
		8.000	9,600.00
		0.000	0.00
0031                          6010.22	230.00	347.400	79,902.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	347.400	79,902.00
		347.400	79,902.00
		0.000	0.00
0032                          6010.26	210.00	383.700	80,577.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	383.700	80,577.00
		383.700	80,577.00
		0.000	0.00
0033                          6011.11	186,500.00	1.000	186,500.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	186,500.00
AT STA. 31+25		1.000	186,500.00
		0.000	0.00
0034                          6040.00	51,000.00	1.000	51,000.00
REMOVE STRUCTURE	EACH	1.000	51,000.00
AT STA. 30+69.60		1.000	51,000.00
		0.000	0.00
0035                          6080.00	2.00	3,950.000	7,900.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	3,950.000	7,900.00
		3,950.000	7,900.00
		0.000	0.00
0036                          6095.00	800.00	12.000	9,600.00
STEEL DIAPHRAGM	EACH	12.000	9,600.00
		12.000	9,600.00
		0.000	0.00
0037                          6105.02	27.00	1,632.000	44,064.00
ROCK RIPRAP, TYPE B	TON	1,632.000	44,064.00
		1,148.690	31,014.63
		960.690	25,938.63
0038                          6131.50	0.50	106,615.000	53,307.50
EPOXY COATED REINFORCING STEEL	LB	106,615.000	53,307.50
		106,615.000	53,307.51
		0.000	0.00
0039                          6200.00	26.00	1,040.000	27,040.00
CONCRETE PILING	LF	1,040.000	27,040.00
		1,050.000	27,300.00
		0.000	0.00
0040                          6210.10	26.00	1,080.000	28,080.00
HP 10"X42# STEEL PILING	LF	1,080.000	28,080.00
FOR SPUR DIKES		1,080.000	28,080.00
		0.000	0.00
0041                          6210.12	18.00	1,760.000	31,680.00
HP 10"X42# STEEL PILING	LF	1,760.000	31,680.00
		1,881.000	33,858.00
		0.000	0.00
0042                          6310.00	14.00	2,860.000	40,040.00
STEEL SHEET PILING	SF	2,860.000	40,040.00
		2,845.000	39,830.00
		0.000	0.00
4001                          6210.61	90.00	0.000	0.00
PILE SPLICE	EACH	4.000	360.00
		4.000	360.00
		0.000	0.00
4002                          6210.59	10.80	0.000	0.00
PILE CUT-OFF	LF	20.000	216.00
		14.500	156.60
		0.000	0.00
4003                          6960.03	750.00	0.000	0.00
ADDITIONAL SOIL-SETUP FACTOR	EACH	1.000	750.00
		1.000	750.00
		0.000	0.00
4004                          0096.15	6,593.25	0.000	0.00
DELAY	LS	1.000	6,593.25
for setup factor		1.000	6,593.25
		0.000	0.00
GROUP 6 BRIDGE AT STA 31+25		Contracted	832,492.50
		Current	840,411.75
		In place	825,448.99
		This Estimate	47,333.63
GROUP 7 GUARDRAIL
0043                          0030.70	100.00	1.000	100.00
MOBILIZATION	LS	1.000	100.00
		0.000	0.00
		0.000	0.00
0044                          7020.00	2,500.00	4.000	10,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	10,000.00
		0.000	0.00
		0.000	0.00
0045                          7021.47	1,000.00	4.000	4,000.00
MELT	EACH	4.000	4,000.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	14,100.00
		Current	14,100.00
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0046                          0001.10	2.10	2,440.000	5,124.00
BARRICADE, TYPE III	BDAY	2,440.000	5,124.00
		1,840.000	3,864.00
		112.000	235.20
0047                          0001.90	0.30	3,416.000	1,024.80
SIGN DAY	EACH	3,416.000	1,024.80
		1,338.000	401.40
		84.000	25.20
0048                          0030.00	600.00	1.000	600.00
MOBILIZATION	LS	1.000	600.00
		1.000	600.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	6,748.80
		Current	6,748.80
		In place	4,865.40
		This Estimate	260.40
Totals for contract		Contracted	951,589.68
		Current	959,508.93
		In place	860,789.98
		This Estimate	55,050.62