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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2853 SIMON CONTRACTORS AND SUBSIDIARIES
Contract ID:	7781
Estimate Number:	0001
Pay Period End Date:	09.20.2003

Contract Location:
HENDLEY SOUTHEAST	Estimate Type:	PROG
Contractor:
SIMON CONTRACTORS AND SUBSIDIARIES	Date Let:	02.06.2003
4819 S INDUSTRIAL SERVICE RD	Date Awarded:	02.27.2003
PO BOX 347	Date Contract Executed:	03.25.2003
	Date Notice to Proceed:	03.25.2003
CHEYENNE WY 82003-0347	Date Work Began:	08.26.2003
Phone:	Date Physical Work Completed:
(307)632-7900	Date Accepted:
Escrow Agent:
Surety Co:
LIBERTY MUTUAL INSURANCE COMPANY

Counties
FURNAS

Project Number		PCT			Fed State Project Number		Description
70781 000		0.000			BRO-7033(27)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,886.65	$.00	$2,886.65
$258,506.98	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,886.65	$.00	$2,886.65
$258,506.98	Retainage	$-28.87	$.00	$-28.87
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
1.12%	Net Earnings	$2,857.78	$.00	$2,857.78
	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	$2,857.78	$.00	$2,857.78
Project Manager			Div. Head/Dist. Eng.
Quinn, Jerry	09.22.2003		Knott, James	09.22.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.23.2003
Controller Div. Processed
Burling, Laurie	09.23.2003

		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. 3+35
0001                          0001.10	2.30	1,332.000	3,063.60
BARRICADE, TYPE III	BDAY	1,332.000	3,063.60
		50.000	115.00
		50.000	115.00
0002                          0001.90	0.58	1,554.000	901.32
SIGN DAY	EACH	1,554.000	901.32
		30.000	17.40
		30.000	17.40
0003                          0001.98	1.15	666.000	765.90
CONTRACTOR FURNISHED SIGN	EACH	666.000	765.90
		20.000	23.00
		20.000	23.00
0004                          0030.60	24,230.50	1.000	24,230.50
MOBILIZATION	LS	1.000	24,230.50
		0.000	0.00
		0.000	0.00
0005                          1000.00	201.25	24.000	4,830.00
LARGE TREE REMOVAL	EACH	24.000	4,830.00
		5.000	1,006.25
		5.000	1,006.25
0006                          1009.00	1,725.00	1.000	1,725.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,725.00
		1.000	1,725.00
		1.000	1,725.00
0007                          1010.01	5.46	3,230.000	17,635.80
EXCAVATION (ESTABLISHED QUANTITY)	m3	3,230.000	17,635.80
		0.000	0.00
		0.000	0.00
0008                          1011.00	5.16	100.000	516.00
WATER	kL	100.000	516.00
		0.000	0.00
		0.000	0.00
0009                          4050.01	6.04	71.000	428.84
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	71.000	428.84
		0.000	0.00
		0.000	0.00
0010                          4300.18	60.36	25.300	1,527.11
450 mm CULVERT PIPE	m	25.300	1,527.11
		0.000	0.00
		0.000	0.00
0011                          4310.18	161.00	1.000	161.00
450 mm FLARED-END SECTION	EACH	1.000	161.00
		0.000	0.00
		0.000	0.00
0012                          6000.10	2,587.50	1.000	2,587.50
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,587.50
		0.000	0.00
		0.000	0.00
0013                          6000.11	2,587.50	1.000	2,587.50
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,587.50
		0.000	0.00
		0.000	0.00
0014                          6001.50	3,162.50	1.000	3,162.50
BENT NO.1 EXCAVATION	LS	1.000	3,162.50
		0.000	0.00
		0.000	0.00
0015                          6001.51	3,162.50	1.000	3,162.50
BENT NO.2 EXCAVATION	LS	1.000	3,162.50
		0.000	0.00
		0.000	0.00
0016                          6010.22	473.94	117.890	55,872.79
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	117.890	55,872.79
		0.000	0.00
		0.000	0.00
0017                          6010.26	507.47	100.050	50,772.37
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	100.050	50,772.37
		0.000	0.00
		0.000	0.00
0018                          6020.00	1.46	18,824.000	27,483.04
REINFORCING STEEL FOR BRIDGE	kg	18,824.000	27,483.04
		0.000	0.00
		0.000	0.00
0019                          6040.00	2,242.50	1.000	2,242.50
REMOVE STRUCTURE	EACH	1.000	2,242.50
AT STA. 3+37.5		0.000	0.00
		0.000	0.00
0020                          6080.00	3.31	521.000	1,724.51
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	521.000	1,724.51
		0.000	0.00
		0.000	0.00
0021                          6105.02	56.99	662.000	37,727.38
ROCK RIPRAP, TYPE B	Mg	662.000	37,727.38
		0.000	0.00
		0.000	0.00
0022                          6210.12	67.87	225.200	15,284.32
HP 250 mm X 62 kg STEEL PILING	m	225.200	15,284.32
		0.000	0.00
		0.000	0.00
0023                          L006.00	115.00	1.000	115.00
COVER CROP SEEDING	ha	1.000	115.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 3+35		Contracted	258,506.98
		Current	258,506.98
		In place	2,886.65
		This Estimate	2,886.65
Totals for contract		Contracted	258,506.98
		Current	258,506.98
		In place	2,886.65
		This Estimate	2,886.65