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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0013 DIAMOND ENGINEERING COMPANY/THE
Contract ID:	6062
Estimate Number:	0008
Pay Period End Date:	01.03.2003

Contract Location:
BREWSTER SOUTHEAST	Estimate Type:	FINL
Contractor:
DIAMOND ENGINEERING COMPANY/THE	Date Let:	02.07.2002
1521 W ANNA	Date Awarded:	02.27.2002
PO BOX 1327	Date Contract Executed:	04.03.2002
	Date Notice to Proceed:	04.03.2002
GRAND ISLAND NE 68802	Date Work Began:	05.20.2002
Phone:	Date Physical Work Completed:
(308)382-8362	Date Accepted:	09.04.2002
Escrow Agent:
Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA

Counties
BLAINE

Project Number		PCT			Fed State Project Number		Description
61062 000		0.000			BRO-7005(2)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$355,150.96	$355,150.96	$.00
$359,886.95	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$355,150.96	$355,150.96	$.00
$357,009.72	Retainage	$.00	$-3,551.51	$3,551.51
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
98.68%	Net Earnings	$355,150.96	$351,599.45	$3,551.51
	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	$111.50	$111.50	$.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	$111.50	$111.50	$.00
	Payment	$355,262.46	$351,710.95	$3,551.51
Project Manager			Div. Head/Dist. Eng.
White, Dennis	01.03.2003		Thayer, Gary	01.07.2003
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	01.08.2003		Hall, David	01.15.2003
Controller Div. Processed
Harring, Joyce	01.31.2003

		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. 5+52.5
0001                          L006.00	400.00	1.100	440.00
COVER CROP SEEDING	ha	1.100	440.00
		1.100	440.00
		0.000	0.00
0002                          0001.10	3.00	1,750.000	5,250.00
BARRICADE, TYPE III	BDAY	1,750.000	5,250.00
		972.000	2,916.00
		0.000	0.00
0003                          0001.30	3.50	250.000	875.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	250.000	875.00
		241.000	843.50
		0.000	0.00
0004                          0001.90	0.60	1,250.000	750.00
SIGN DAY	EACH	1,250.000	750.00
		972.000	583.20
		0.000	0.00
0005                          0030.60	24,500.00	1.000	24,500.00
MOBILIZATION	LS	1.000	24,500.00
		1.000	24,500.00
		0.000	0.00
0006                          1000.00	500.00	1.000	500.00
LARGE TREE REMOVAL	EACH	1.000	500.00
		0.000	0.00
		0.000	0.00
0007                          1009.00	1,500.00	1.000	1,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0008                          1010.01	6.50	1,245.000	8,092.50
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,245.000	8,092.50
		1,245.000	8,092.50
		0.000	0.00
0009                          1011.00	3.00	100.000	300.00
WATER	kL	100.000	300.00
		15.000	45.00
		0.000	0.00
0010                          1030.00	10.50	2,530.000	26,565.00
EARTHWORK MEASURED IN EMBANKMENT	m3	2,530.000	26,565.00
		2,530.000	26,565.00
		0.000	0.00
0011                          4050.01	50.00	4.000	200.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	4.000	200.00
		4.000	200.00
		0.000	0.00
0012                          4350.36	200.00	4.400	880.00
900 mm CORRUGATED METAL PIPE	m	4.400	880.00
		3.000	600.00
		0.000	0.00
0013                          6000.10	1,425.00	1.000	1,425.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,425.00
		1.000	1,425.00
		0.000	0.00
0014                          6000.11	1,425.00	1.000	1,425.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,425.00
		1.000	1,425.00
		0.000	0.00
0015                          6010.22	492.00	56.760	27,925.92
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	56.760	27,925.92
		56.760	27,925.92
		0.000	0.00
0016                          6010.26	453.00	103.470	46,871.91
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	103.470	46,871.91
		103.470	46,871.91
		0.000	0.00
0017                          6011.11	108,500.00	1.000	108,500.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	108,500.00
AT STA. 5+52.5		1.000	108,500.00
		0.000	0.00
0018                          6020.00	1.29	9,858.000	12,716.82
REINFORCING STEEL FOR BRIDGE	kg	9,858.000	12,716.82
		12,190.000	15,725.10
		0.000	0.00
0019                          6040.00	5,500.00	1.000	5,500.00
REMOVE STRUCTURE	EACH	1.000	5,500.00
AT STA. 5+46		1.000	5,500.00
		0.000	0.00
0020                          6080.00	3.33	209.000	695.97
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	209.000	695.97
		209.000	695.97
		0.000	0.00
0021                          6105.02	49.00	510.000	24,990.00
ROCK RIPRAP, TYPE B	Mg	510.000	24,990.00
		522.620	25,608.38
		0.000	0.00
0022                          6210.50	116.00	226.600	26,285.60
PIPE PILING	m	226.600	26,285.60
		212.415	24,640.14
		0.000	0.00
0023                          6310.00	119.00	259.000	30,821.00
STEEL SHEET PILING	m2	259.000	30,821.00
		232.530	27,671.07
		0.000	0.00
4001                          6210.60	69.60	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	14.185	987.28
		14.185	987.28
		0.000	0.00
4002                          6310.15	71.40	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	26.470	1,889.96
		26.470	1,889.96
		0.000	0.00
4003                          0096.00	-167.31	0.000	0.00
DEDUCTION	LS	1.000	-167.31
		1.000	-167.31
		1.000	-167.31
4004                          0096.00	167.31	0.000	0.00
DEDUCTION	LS	1.000	167.31
		1.000	167.31
		1.000	167.31
GROUP 6 BRIDGE AT STA. 5+52.5		Contracted	357,009.72
		Current	359,886.95
		In place	355,150.93
		This Estimate	0.00
Totals for contract		Contracted	357,009.72
		Current	359,886.95
		In place	355,150.93
		This Estimate	0.00