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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2283 PERRETT CONSTRUCTION LTD.
Contract ID:	5985
Estimate Number:	0003
Pay Period End Date:	09.13.2003

Contract Location:
HARRISON NORTHEAST	Estimate Type:	PROG
Contractor:
PERRETT CONSTRUCTION LTD.	Date Let:	12.19.2002
120 S MACOMB ST	Date Awarded:	01.17.2003
PO BOX 32	Date Contract Executed:	02.11.2003
	Date Notice to Proceed:	02.11.2003
VALENTINE NE 69201	Date Work Began:
Phone:	Date Physical Work Completed:
(402)376-3797	Date Accepted:
Escrow Agent:
Surety Co:
UNITED STATES FIDELITY AND GUARANTY COMPANY

Counties
SIOUX

Project Number		PCT			Fed State Project Number		Description
50985 000B		0.000			BR-1105(2)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$92,919.00	$23,856.00	$69,063.00
$448,691.06	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$92,919.00	$23,856.00	$69,063.00
$448,691.06	Retainage	$-929.19	$-238.56	$-690.63
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
20.71%	Net Earnings	$91,989.81	$23,617.44	$68,372.37
	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	$91,989.81	$23,617.44	$68,372.37
Project Manager			Project Engineer
Rigg, Ryan	09.15.2003		Gardner, Jerrold	09.16.2003
Div. Head/Dist. Eng.			Constr. Estimate Eng.
Lind, Craig	09.16.2003		Bartos, Steve	09.17.2003
Controller Div. Processed
Burling, Laurie	09.17.2003

		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. 1+53.500
0001                          0001.10	1.00	1,416.000	1,416.00
BARRICADE, TYPE III	BDAY	1,416.000	1,416.00
		114.000	114.00
		114.000	114.00
0002                          0001.90	0.25	2,006.000	501.50
SIGN DAY	EACH	2,006.000	501.50
		300.000	75.00
		276.000	69.00
0003                          0001.98	1.00	472.000	472.00
CONTRACTOR FURNISHED SIGN	EACH	472.000	472.00
		0.000	0.00
		0.000	0.00
0004                          0030.60	46,500.00	1.000	46,500.00
MOBILIZATION	LS	1.000	46,500.00
		1.000	46,500.00
		0.900	41,850.00
0005                          1000.00	500.00	1.000	500.00
LARGE TREE REMOVAL	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
0006                          1009.00	7,500.00	1.000	7,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	7,500.00
		0.500	3,750.00
		0.300	2,250.00
0007                          1010.01	4.00	1,900.000	7,600.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,900.000	7,600.00
		0.000	0.00
		0.000	0.00
0008                          1011.00	1.00	464.000	464.00
WATER	kL	464.000	464.00
		0.000	0.00
		0.000	0.00
0009                          1020.03	15.00	23.000	345.00
DELINEATOR, TYPE III	EACH	23.000	345.00
		0.000	0.00
		0.000	0.00
0010                          1020.20	30.00	6.000	180.00
INSTALL CHEVRONS	EACH	6.000	180.00
		0.000	0.00
		0.000	0.00
0011                          1021.10	5.00	23.000	115.00
REMOVE DELINEATOR UNITS	EACH	23.000	115.00
		0.000	0.00
		0.000	0.00
0012                          1030.00	6.50	4,640.000	30,160.00
EARTHWORK MEASURED IN EMBANKMENT	m3	4,640.000	30,160.00
		1,800.000	11,700.00
		0.000	0.00
0013                          1043.50	4.00	1,425.000	5,700.00
RIPRAP FILTER FABRIC	m2	1,425.000	5,700.00
		0.000	0.00
		0.000	0.00
0014                          2001.00	28.00	262.000	7,336.00
GRAVEL SURFACE COURSE	m3	262.000	7,336.00
		135.000	3,780.00
		135.000	3,780.00
0015                          2009.10	500.00	1.296	648.00
GRAVEL EMBEDMENT	StaM	1.296	648.00
		0.000	0.00
		0.000	0.00
0016                          4043.00	22.00	20.000	440.00
REMOVE CULVERT PIPE	m	20.000	440.00
		0.000	0.00
		0.000	0.00
0017                          4050.01	15.00	115.000	1,725.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	115.000	1,725.00
		0.000	0.00
		0.000	0.00
0018                          4350.48	275.00	20.000	5,500.00
1200 mm CORRUGATED METAL PIPE	m	20.000	5,500.00
		20.000	5,500.00
		0.000	0.00
0019                          6000.10	10,000.00	1.000	10,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	10,000.00
		0.800	8,000.00
		0.800	8,000.00
0020                          6000.11	10,000.00	1.000	10,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	10,000.00
		0.800	8,000.00
		0.800	8,000.00
0021                          6005.78	750.00	8.000	6,000.00
EXPANSION BEARING, TFE TYPE	EACH	8.000	6,000.00
		0.000	0.00
		0.000	0.00
0022                          6005.83	600.00	8.000	4,800.00
FIXED BEARING	EACH	8.000	4,800.00
		0.000	0.00
		0.000	0.00
0023                          6010.22	495.00	76.900	38,065.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	76.900	38,065.50
		0.000	0.00
		0.000	0.00
0024                          6010.26	495.00	95.900	47,470.50
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	95.900	47,470.50
		0.000	0.00
		0.000	0.00
0025                          6040.00	5,000.00	1.000	5,000.00
REMOVE STRUCTURE	EACH	1.000	5,000.00
AT STA. 1+53.43		1.000	5,000.00
		1.000	5,000.00
0026                          6071.12	60,000.00	1.000	60,000.00
STEEL SUPERSTRUCTURE	LS	1.000	60,000.00
AT STA. 1+53.50		0.000	0.00
		0.000	0.00
0027                          6080.00	2.50	8,460.000	21,150.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	8,460.000	21,150.00
		0.000	0.00
		0.000	0.00
0028                          6105.01	34.00	1,391.000	47,294.00
ROCK RIPRAP, TYPE A	Mg	1,391.000	47,294.00
		0.000	0.00
		0.000	0.00
0029                          6131.50	1.35	14,385.000	19,419.75
EPOXY COATED REINFORCING STEEL	kg	14,385.000	19,419.75
		0.000	0.00
		0.000	0.00
0030                          6139.50	65.00	4.000	260.00
SUBSURFACE DRAINAGE MATTING	m2	4.000	260.00
		0.000	0.00
		0.000	0.00
0031                          6210.12	82.00	405.600	33,259.20
HP 250 mm X 62 kg STEEL PILING	m	405.600	33,259.20
		0.000	0.00
		0.000	0.00
0032                          6310.00	145.00	181.000	26,245.00
STEEL SHEET PILING	m2	181.000	26,245.00
		0.000	0.00
		0.000	0.00
0033                          L001.01	1,760.00	0.983	1,730.08
SEEDING, TYPE A	ha	0.983	1,730.08
		0.000	0.00
		0.000	0.00
0034                          L006.00	250.00	0.983	245.75
COVER CROP SEEDING	ha	0.983	245.75
		0.000	0.00
		0.000	0.00
0035                          L032.75	132.00	4.915	648.78
MULCH	Mg	4.915	648.78
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 1+53.500		Contracted	448,691.06
		Current	448,691.06
		In place	92,919.00
		This Estimate	69,063.00
Totals for contract		Contracted	448,691.06
		Current	448,691.06
		In place	92,919.00
		This Estimate	69,063.00