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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1744 REIMAN CORP.
Contract ID:	6342
Estimate Number:	0002
Pay Period End Date:	08.02.2003

Contract Location:
BIG SPRINGS WEST	Estimate Type:	PROG
Contractor:
REIMAN CORP.	Date Let:	06.26.2003
2400 WEST COLLEGE DR	Date Awarded:	06.30.2003
PO BOX 1007	Date Contract Executed:	07.08.2003
	Date Notice to Proceed:	07.08.2003
CHEYENNE WY 82003	Date Work Began:
Phone:	Date Physical Work Completed:
(307)632-8971	Date Accepted:
Escrow Agent:
Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY

Counties
DEUEL

Project Number		PCT			Fed State Project Number		Description
61342 000		0.000			ER-80-3(130)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$155,049.50	$17,724.40	$137,325.10
$727,075.47	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$155,049.50	$17,724.40	$137,325.10
$727,075.47	Retainage	$-1,550.50	$-177.24	$-1,373.26
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
21.33%	Net Earnings	$153,499.00	$17,547.16	$135,951.84
	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	$153,499.00	$17,547.16	$135,951.84
Project Manager			Div. Head/Dist. Eng.
Morrell, Richard	08.04.2003		O'Donnell, Les	08.04.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.04.2003
Controller Div. Processed
Burling, Laurie	08.05.2003

		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 6 BRIDGE AT STA. 14+95.52
0001                          0001.08	0.50	1,170.000	585.00
BARRICADE, TYPE II	BDAY	1,170.000	585.00
		152.000	76.00
		152.000	76.00
0002                          0001.10	2.65	1,782.000	4,722.30
BARRICADE, TYPE III	BDAY	1,782.000	4,722.30
		200.000	530.00
		176.000	466.40
0003                          0001.75	2.65	656.000	1,738.40
TEMPORARY SIGN DAY	EACH	656.000	1,738.40
		12.000	31.80
		12.000	31.80
0004                          0001.90	2.40	3,614.000	8,673.60
SIGN DAY	EACH	3,614.000	8,673.60
		782.000	1,876.80
		590.000	1,416.00
0005                          0001.98	2.40	850.000	2,040.00
CONTRACTOR FURNISHED SIGN	EACH	850.000	2,040.00
		274.000	657.60
		274.000	657.60
0006                          0002.97	53.00	34.000	1,802.00
FLASHING ARROW PANEL	DAY	34.000	1,802.00
		4.000	212.00
		4.000	212.00
0007                          0003.51	13.30	837.500	11,138.75
INSTALL CONCRETE PROTECTION BARRIER	LF	837.500	11,138.75
		721.000	9,589.30
		721.000	9,589.30
0008                          0003.58	2,650.00	4.000	10,600.00
INERTIAL BARRIER SYSTEM	EACH	4.000	10,600.00
		4.000	10,600.00
		4.000	10,600.00
0009                          0003.64	265.00	5.000	1,325.00
REPLACEMENT MODULE	EACH	5.000	1,325.00
		0.000	0.00
		0.000	0.00
0010                          0005.10	200.00	134.000	26,800.00
TRAFFIC CONTROL MANAGEMENT	DAY	134.000	26,800.00
		20.000	4,000.00
		14.000	2,800.00
0011                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		1.000	60,000.00
0012                          1011.00	8.00	65.000	520.00
WATER	MGAL	65.000	520.00
		0.000	0.00
		0.000	0.00
0013                          1030.00	19.00	1,720.000	32,680.00
EARTHWORK MEASURED IN EMBANKMENT	CY	1,720.000	32,680.00
		0.000	0.00
		0.000	0.00
0014                          2001.00	28.00	200.000	5,600.00
GRAVEL SURFACE COURSE	CY	200.000	5,600.00
		0.000	0.00
		0.000	0.00
0015                          2005.50	20.00	395.000	7,900.00
CLAY SURFACE COURSE	CY	395.000	7,900.00
		0.000	0.00
		0.000	0.00
0016                          2009.10	630.00	7.610	4,794.30
GRAVEL EMBEDMENT	STA	7.610	4,794.30
		0.000	0.00
		0.000	0.00
0017                          6000.10	8,000.00	1.000	8,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0018                          6000.11	8,000.00	1.000	8,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0019                          6000.20	12,500.00	1.000	12,500.00
PIER NO.1 EXCAVATION	LS	1.000	12,500.00
		1.000	12,500.00
		1.000	12,500.00
0020                          6005.78	1,000.00	8.000	8,000.00
EXPANSION BEARING, TFE TYPE	EACH	8.000	8,000.00
		0.000	0.00
		0.000	0.00
0021                          6005.83	820.00	8.000	6,560.00
FIXED BEARING	EACH	8.000	6,560.00
		0.000	0.00
		0.000	0.00
0022                          6010.22	360.00	193.200	69,552.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	193.200	69,552.00
		0.000	0.00
		0.000	0.00
0023                          6010.26	400.00	267.500	107,000.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	267.500	107,000.00
		0.000	0.00
		0.000	0.00
0024                          6011.11	165,300.00	1.000	165,300.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	165,300.00
AT STA.14+95.52		0.000	0.00
		0.000	0.00
0025                          6030.00	18,000.00	1.000	18,000.00
PREPARATION OF BRIDGE	EACH	1.000	18,000.00
AT STA. 14+95.52		0.400	7,200.00
		0.400	7,200.00
0026                          6107.00	71.00	35.000	2,485.00
CONCRETE SLOPE PROTECTION	SY	35.000	2,485.00
		0.000	0.00
		0.000	0.00
0027                          6131.50	0.63	61,900.000	38,997.00
EPOXY COATED REINFORCING STEEL	LB	61,900.000	38,997.00
		0.000	0.00
		0.000	0.00
0028                          6210.50	35.00	620.000	21,700.00
PIPE PILING	LF	620.000	21,700.00
		617.168	21,600.88
		617.168	21,600.88
0029                          6310.00	10.20	3,831.200	39,078.24
STEEL SHEET PILING	SF	3,831.200	39,078.24
		950.000	9,690.00
		950.000	9,690.00
0030                          7011.20	15.85	50.000	792.50
W-BEAM GUARDRAIL	LF	50.000	792.50
		0.000	0.00
		0.000	0.00
0031                          7011.30	15.85	387.500	6,141.88
THRIE-BEAM GUARDRAIL	LF	387.500	6,141.88
		0.000	0.00
		0.000	0.00
0032                          7017.00	3.20	437.500	1,400.00
REMOVE GUARDRAIL	LF	437.500	1,400.00
		151.600	485.12
		151.600	485.12
0033                          7020.00	1,800.00	4.000	7,200.00
BRIDGE APPROACH SECTIONS	EACH	4.000	7,200.00
		0.000	0.00
		0.000	0.00
0034                          7022.50	4,650.00	2.000	9,300.00
BULLNOSE-12.5'	EACH	2.000	9,300.00
		0.000	0.00
		0.000	0.00
0035                          7024.27	1,600.00	4.000	6,400.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	6,400.00
		0.000	0.00
		0.000	0.00
0036                          L020.00	1.85	5,270.000	9,749.50
EROSION CONTROL	SY	5,270.000	9,749.50
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 14+95.52		Contracted	727,075.47
		Current	727,075.47
		In place	155,049.50
		This Estimate	137,325.10
Totals for contract		Contracted	727,075.47
		Current	727,075.47
		In place	155,049.50
		This Estimate	137,325.10