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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0805 COHRON & SON, INC./A. M.
Contract ID:	1445X
Estimate Number:	0003
Pay Period End Date:	05.10.2002

Contract Location:
GARLAND NORTHEAST	Estimate Type:	PROG
Contractor:
COHRON & SON, INC./A. M.	Date Let:	12.06.2001
62180 GREAT RIVER RD	Date Awarded:	12.27.2001
PO BOX 479	Date Contract Executed:	01.18.2002
	Date Notice to Proceed:	01.18.2002
ATLANTIC IA 50022	Date Work Began:	02.18.2002
Phone:	Date Physical Work Completed:
(712)243-2448	Date Accepted:
Escrow Agent:
Surety Co:
SAFECO INSURANCE COMPANY OF AMERICA

Counties
SEWARD

Project Number		PCT			Fed State Project Number		Description
12445 000		0.000			BRO-TBCG-7080(51)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$185,497.09	$128,361.71	$57,135.38
$466,833.98	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$185,497.09	$128,361.71	$57,135.38
$464,538.98	Retainage	$-1,854.97	$-1,283.62	$-571.35
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
39.74%	Net Earnings	$183,642.12	$127,078.09	$56,564.03
	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	$.00	$.00	$.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	$.00	$.00	$.00
	Payment	$183,642.12	$127,078.09	$56,564.03
Project Manager			Div. Head/Dist. Eng.
Niazi, Babrak	05.13.2002		Sklenar, Michael J	05.21.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.21.2002
Controller Div. Processed
Burling, Laurie	05.21.2002

		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. 25+20
0001                          L006.00	120.00	3.000	360.00
COVER CROP SEEDING	ACRE	3.000	360.00
		0.000	0.00
		0.000	0.00
0002                          0001.10	1.50	1,554.000	2,331.00
BARRICADE, TYPE III	BDAY	1,554.000	2,331.00
		1,134.000	1,701.00
		294.000	441.00
0003                          0001.30	1.15	222.000	255.30
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	222.000	255.30
		0.000	0.00
		0.000	0.00
0004                          0001.90	0.45	1,332.000	599.40
SIGN DAY	EACH	1,332.000	599.40
		810.000	364.50
		210.000	94.50
0005                          0030.60	26,000.00	1.000	26,000.00
MOBILIZATION	LS	1.000	26,000.00
		1.000	26,000.00
		0.000	0.00
0006                          1009.00	2,400.00	1.000	2,400.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,400.00
		0.300	720.00
		0.000	0.00
0007                          1010.01	2.90	5,669.000	16,440.10
EXCAVATION (ESTABLISHED QUANTITY)	CY	5,669.000	16,440.10
		0.000	0.00
		0.000	0.00
0008                          1011.00	9.99	26.000	259.74
WATER	MGAL	26.000	259.74
		0.150	1.50
		0.000	0.00
0009                          1043.50	2.00	1,010.000	2,020.00
RIPRAP FILTER FABRIC	SY	1,010.000	2,020.00
		0.000	0.00
		0.000	0.00
0010                          1300.24	13.29	102.000	1,355.58
24" DRIVEWAY CULVERT PIPE	LF	102.000	1,355.58
		0.000	0.00
		0.000	0.00
0011                          2009.51	60.00	10.476	628.56
CRUSHED ROCK EMBEDMENT	STA	10.476	628.56
		0.000	0.00
		0.000	0.00
0012                          2010.03	14.10	303.000	4,272.30
CRUSHED ROCK SURFACE COURSE	TON	303.000	4,272.30
		0.000	0.00
		0.000	0.00
0013                          4050.01	6.00	239.000	1,434.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	239.000	1,434.00
		0.000	0.00
		0.000	0.00
0014                          4300.24	16.95	68.000	1,152.60
24" CULVERT PIPE	LF	68.000	1,152.60
		0.000	0.00
		0.000	0.00
0015                          4300.42	42.26	128.000	5,409.28
42" CULVERT PIPE	LF	128.000	5,409.28
		0.000	0.00
		0.000	0.00
0016                          4310.24	114.12	1.000	114.12
24" FLARED-END SECTION	EACH	1.000	114.12
		0.000	0.00
		0.000	0.00
0017                          4310.42	500.00	3.000	1,500.00
42" FLARED-END SECTION	EACH	3.000	1,500.00
		0.000	0.00
		0.000	0.00
0018                          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
0019                          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
0020                          6001.50	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
0021                          6001.51	6,000.00	1.000	6,000.00
BENT NO.2 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0022                          6010.22	265.00	168.900	44,758.50
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	168.900	44,758.50
		136.450	36,159.25
		32.450	8,599.25
0023                          6020.00	0.45	10,650.000	4,792.50
REINFORCING STEEL FOR BRIDGE	LB	10,650.000	4,792.50
		8,280.000	3,726.00
		2,370.000	1,066.50
0024                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 25+20.9		1.000	10,000.00
		0.000	0.00
0025                          6071.25	183,000.00	1.000	183,000.00
TIMBER SUPERSTRUCTURE	LS	1.000	183,000.00
AT STA. 25+20		0.000	0.00
		0.000	0.00
0026                          6080.00	2.50	7,750.000	19,375.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	7,750.000	19,375.00
		5,060.000	12,650.00
		2,447.200	6,118.00
0027                          6105.02	31.00	798.000	24,738.00
ROCK RIPRAP, TYPE B	TON	798.000	24,738.00
		1.000	31.00
		0.000	0.00
0028                          6210.12	18.00	1,995.000	35,910.00
HP 10"X42# STEEL PILING	LF	1,995.000	35,910.00
		1,875.620	33,761.16
		0.000	0.00
0029                          6310.00	11.50	3,542.000	40,733.00
STEEL SHEET PILING	SF	3,542.000	40,733.00
		3,523.040	40,514.96
		3,523.040	40,514.96
0030                          7020.00	900.00	4.000	3,600.00
BRIDGE APPROACH SECTIONS	EACH	4.000	3,600.00
		0.000	0.00
		0.000	0.00
0031                          7021.45	860.00	4.000	3,440.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	3,440.00
		0.000	0.00
		0.000	0.00
0032                          9005.30	138.00	70.000	9,660.00
ASPHALTIC CONCRETE, TYPE SP2(0.5)	TON	70.000	9,660.00
		0.000	0.00
		0.000	0.00
4001                          0001.99	0.85	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	300.000	255.00
Contractor Furnished Sign		0.000	0.00
		0.000	0.00
600                           6210.59	10.80	0.000	0.00
PILE CUT-OFF	LF	100.000	1,080.00
		103.380	1,116.50
		0.000	0.00
6003                          6310.15	6.90	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	SF	100.000	690.00
Pay cut off for Steel Sheet Piling		43.640	301.12
		43.640	301.12
601                           6210.61	90.00	0.000	0.00
PILE SPLICE	EACH	3.000	270.00
		5.000	450.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 25+20		Contracted	464,538.98
		Current	466,833.98
		In place	185,496.99
		This Estimate	57,135.33
Totals for contract		Contracted	464,538.98
		Current	466,833.98
		In place	185,496.99
		This Estimate	57,135.33