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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2283 PERRETT CONSTRUCTION LTD.
Contract ID:	3808
Estimate Number:	0009
Pay Period End Date:	11.16.2002

Contract Location:
NIOBRARA SOUTHEAST	Estimate Type:	PROG
Contractor:
PERRETT CONSTRUCTION LTD.	Date Let:	04.18.2002
120 S MACOMB ST	Date Awarded:	04.29.2002
PO BOX 32	Date Contract Executed:	05.15.2002
	Date Notice to Proceed:	05.15.2002
VALENTINE NE 69201	Date Work Began:	07.08.2002
Phone:	Date Physical Work Completed:
(402)376-3797	Date Accepted:
Escrow Agent:
Surety Co:
UNITED STATES FIDELITY AND GUARANTY COMPANY

Counties
KNOX

Project Number		PCT			Fed State Project Number		Description
30808 000		0.000			BRO-7054(12)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$274,566.92	$264,079.49	$10,487.43
$275,396.46	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$274,566.92	$264,079.49	$10,487.43
$287,256.86	Retainage	$-2,745.67	$-2,640.79	$-104.88
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.70%	Net Earnings	$271,821.25	$261,438.70	$10,382.55
	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	$45.10	$45.10	$.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	$45.10	$45.10	$.00
	Payment	$271,866.35	$261,483.80	$10,382.55
Project Manager			Div. Head/Dist. Eng.
Hausman, Larry	11.21.2002		Boyle, Pat	11.21.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	11.22.2002
Controller Div. Processed
Burling, Laurie	11.22.2002

		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. 14+62
0001                          L006.00	400.00	2.000	800.00
COVER CROP SEEDING	ACRE	2.000	800.00
		2.000	800.00
		0.000	0.00
0002                          0001.10	2.00	1,332.000	2,664.00
BARRICADE, TYPE III	BDAY	1,332.000	2,664.00
		1,161.000	2,322.00
		99.000	198.00
0003                          0001.30	2.25	222.000	499.50
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	222.000	499.50
		0.000	0.00
		0.000	0.00
0004                          0001.90	0.50	2,220.000	1,110.00
SIGN DAY	EACH	2,220.000	1,110.00
		516.000	258.00
		44.000	22.00
0005                          0030.60	35,000.00	1.000	35,000.00
MOBILIZATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00
0006                          1000.00	180.00	1.000	180.00
LARGE TREE REMOVAL	EACH	1.000	180.00
		2.000	360.00
		0.000	0.00
0007                          1009.00	4,500.00	1.000	4,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,500.00
		1.000	4,500.00
		0.000	0.00
0008                          1011.00	3.00	64.000	192.00
WATER	MGAL	64.000	192.00
		0.000	0.00
		0.000	0.00
0009                          1030.00	3.00	4,578.000	13,734.00
EARTHWORK MEASURED IN EMBANKMENT	CY	4,578.000	13,734.00
		4,578.000	13,734.00
		478.000	1,434.00
0010                          1300.24	14.00	40.000	560.00
24" DRIVEWAY CULVERT PIPE	LF	40.000	560.00
		40.000	560.00
		0.000	0.00
0011                          1300.36	20.00	32.000	640.00
36" DRIVEWAY CULVERT PIPE	LF	32.000	640.00
		32.000	640.00
		0.000	0.00
0012                          2009.51	120.00	8.128	975.36
CRUSHED ROCK EMBEDMENT	STA	8.128	975.36
		8.128	975.36
		8.128	975.36
0013                          2010.00	34.00	188.000	6,392.00
CRUSHED ROCK SURFACE COURSE	CY	188.000	6,392.00
		230.440	7,834.96
		230.440	7,834.96
0014                          4043.00	3.00	38.000	114.00
REMOVE CULVERT PIPE	LF	38.000	114.00
		38.000	114.00
		0.000	0.00
0015                          4050.01	10.00	77.000	770.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	77.000	770.00
		77.000	770.00
		0.000	0.00
0016                          4300.24	16.00	58.000	928.00
24" CULVERT PIPE	LF	58.000	928.00
		58.000	928.00
		0.000	0.00
0017                          4300.36	24.00	136.000	3,264.00
36" CULVERT PIPE	LF	136.000	3,264.00
		136.000	3,264.00
		0.000	0.00
0018                          4310.24	200.00	1.000	200.00
24" FLARED-END SECTION	EACH	1.000	200.00
		1.000	200.00
		0.000	0.00
0019                          4310.36	300.00	3.000	900.00
36" FLARED-END SECTION	EACH	3.000	900.00
		3.000	900.00
		0.000	0.00
0020                          6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0021                          6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0022                          6001.00	10,000.00	1.000	10,000.00
BENT NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0023                          6001.01	10,000.00	1.000	10,000.00
BENT NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0024                          6010.22	285.00	203.300	57,940.50
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	203.300	57,940.50
		203.300	57,940.50
		0.000	0.00
0025                          6010.26	375.00	130.900	49,087.50
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	130.900	49,087.50
		130.900	49,087.50
		0.000	0.00
0026                          6020.00	0.60	37,435.000	22,461.00
REINFORCING STEEL FOR BRIDGE	LB	37,435.000	22,461.00
		37,435.000	22,461.00
		0.000	0.00
0027                          6040.00	4,500.00	1.000	4,500.00
REMOVE STRUCTURE	EACH	1.000	4,500.00
AT STA. 14+70		1.000	4,500.00
		0.000	0.00
0028                          6080.00	5.00	1,845.000	9,225.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	1,845.000	9,225.00
		1,845.000	9,225.00
		0.000	0.00
0029                          6210.14	24.00	780.000	18,720.00
HP 12"X53# STEEL PILING	LF	780.000	18,720.00
		751.370	18,032.88
		0.000	0.00
0030                          6251.40	94.00	150.000	14,100.00
ROCK SOCKET	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0031                          7020.00	1,100.00	4.000	4,400.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,400.00
		4.000	4,400.00
		0.000	0.00
0032                          7021.45	850.00	4.000	3,400.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	3,400.00
		4.000	3,400.00
		0.000	0.00
0033                          0001.99	1.05	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	170.000	178.50
		258.000	270.90
		22.000	23.10
0601                          6210.34	14.40	0.000	0.00
PAY CUT-OFF FOR 12"X53# STEEL PILING	LF	26.710	384.62
		28.630	412.27
		0.000	0.00
4001                          6960.02	1,676.48	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,676.48
Drilling two holes		1.000	1,676.48
		0.000	0.00
GROUP 6 BRIDGE AT STA. 14+62		Contracted	287,256.86
		Current	275,396.46
		In place	274,566.85
		This Estimate	10,487.42
Totals for contract		Contracted	287,256.86
		Current	275,396.46
		In place	274,566.85
		This Estimate	10,487.42