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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0013 DIAMOND ENGINEERING COMPANY/THE
Contract ID:	4723X
Estimate Number:	0012
Pay Period End Date:	12.10.2001

Contract Location:
WOOD RIVER WEST	Estimate Type:	FINL
Contractor:
DIAMOND ENGINEERING COMPANY/THE	Date Let:	01.13.2000
1521 W ANNA	Date Awarded:	01.31.2000
PO BOX 1327	Date Contract Executed:	02.15.2000
	Date Notice to Proceed:	02.15.2000
GRAND ISLAND NE 68802	Date Work Began:	07.10.2000
Phone:	Date Physical Work Completed:
(308)382-8362	Date Accepted:	04.27.2001
Escrow Agent:
Surety Co:
EMPLOYERS INSURANCE OF WAUSAU A MUTUAL COMPANY

Counties
HALL

Project Number		PCT			Fed State Project Number		Description
41723 000B		0.000			BRO-7040(19)		BRIDGES

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$300,818.30	$297,615.45	$3,202.85
$299,263.46	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$300,818.30	$297,615.45	$3,202.85
$303,390.13	Retainage	$.00	$-2,976.15	$2,976.15
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.52%	Net Earnings	$300,818.30	$294,639.30	$6,179.00
	Liquidated Damages	-$2,052.00	-$2,280.00	$228.00
	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	-$2,052.00	-$2,280.00	$228.00
	Payment	$298,766.30	$292,359.30	$6,407.00
Project Manager			Div. Head/Dist. Eng.
Weber, Kirk	03.22.2002		Meyer, Keith	03.22.2002
Constr. Estimate Eng.			Materials Eng.
Guilfoil, David	04.01.2002		Hall, David	04.01.2002
Controller Div. Processed
Harring, Joyce	04.30.2002

		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. 5+83.00
0001                          L006.00	70.00	4.000	280.00
COVER CROP SEEDING	ACRE	4.000	280.00
		0.000	0.00
		0.000	0.00
0002                          0001.10	2.00	1,807.000	3,614.00
BARRICADE, TYPE III	BDAY	1,807.000	3,614.00
		3,082.000	6,164.00
		133.000	266.00
0003                          0001.30	2.00	278.000	556.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	278.000	556.00
		880.000	1,760.00
		35.000	70.00
0004                          0001.90	0.62	2,919.000	1,809.78
SIGN DAY	EACH	2,919.000	1,809.78
		2,912.000	1,805.44
		119.000	73.78
0005                          0010.04	2,200.00	1.000	2,200.00
FIELD OFFICE	EACH	1.000	2,200.00
		1.000	2,200.00
		0.000	0.00
0006                          0030.60	9,000.00	1.000	9,000.00
MOBILIZATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0007                          1009.00	7,000.00	1.000	7,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0008                          1010.01	2.15	12,027.000	25,858.05
EXCAVATION (ESTABLISHED QUANTITY)	CY	10,887.000	23,407.05
		10,887.000	23,407.05
		0.000	0.00
0009                          1011.00	8.00	96.000	768.00
WATER	MGAL	96.000	768.00
		0.000	0.00
		0.000	0.00
0010                          1300.36	22.00	50.000	1,100.00
36" DRIVEWAY CULVERT PIPE	LF	50.000	1,100.00
		0.000	0.00
		0.000	0.00
0011                          2001.00	8.50	360.000	3,060.00
GRAVEL SURFACE COURSE	CY	360.000	3,060.00
		277.407	2,357.96
		75.007	637.56
0012                          4033.00	160.00	1.000	160.00
REMOVE AND REINSTALL AUTOMATIC FLOOD CONTROL GATE	EACH	1.000	160.00
		0.000	0.00
		0.000	0.00
0013                          4050.01	4.00	339.000	1,356.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	339.000	1,356.00
		339.000	1,356.00
		0.000	0.00
0014                          4300.36	24.00	74.000	1,776.00
36" CULVERT PIPE	LF	74.000	1,776.00
		88.000	2,112.00
		0.000	0.00
0015                          4310.36	350.00	2.000	700.00
36" FLARED-END SECTION	EACH	2.000	700.00
		2.000	700.00
		0.000	0.00
0016                          4380.36	25.00	84.000	2,100.00
36" ROUND EQUIVALENT CORRUGATED METAL PIPE	LF	84.000	2,100.00
		82.000	2,050.00
		-2.000	-50.00
0017                          4390.36	350.00	4.000	1,400.00
36" ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	4.000	1,400.00
		4.000	1,400.00
		0.000	0.00
0018                          6000.10	1,400.00	1.000	1,400.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,400.00
		1.000	1,400.00
		0.000	0.00
0019                          6000.11	1,400.00	1.000	1,400.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,400.00
		1.000	1,400.00
		0.000	0.00
0020                          6001.50	4,300.00	1.000	4,300.00
BENT NO.1 EXCAVATION	LS	1.000	4,300.00
		1.000	4,300.00
		0.000	0.00
0021                          6001.51	4,300.00	1.000	4,300.00
BENT NO.2 EXCAVATION	LS	1.000	4,300.00
		1.000	4,300.00
		0.000	0.00
0022                          6010.22	286.50	175.700	50,338.05
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	175.700	50,338.05
		175.700	50,338.06
		-1.000	-286.50
0023                          6010.26	290.50	268.100	77,883.05
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	268.100	77,883.05
		268.100	77,883.05
		0.000	0.00
0024                          6020.00	0.48	64,065.000	30,751.20
REINFORCING STEEL FOR BRIDGE	LB	60,361.000	28,973.28
		60,361.000	28,973.28
		642.000	308.16
0025                          6040.00	3,220.00	1.000	3,220.00
REMOVE STRUCTURE	EACH	1.000	3,220.00
AT STA. 5+85 RT.		1.000	3,220.00
		0.000	0.00
0026                          6080.00	4.00	1,765.000	7,060.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	1,765.000	7,060.00
		1,765.000	7,060.00
		0.000	0.00
0027                          6105.01	41.00	40.000	1,640.00
ROCK RIPRAP, TYPE A	TON	40.000	1,640.00
		43.210	1,771.61
		43.210	1,771.61
0028                          6105.02	40.00	241.000	9,640.00
ROCK RIPRAP, TYPE B	TON	241.000	9,640.00
		250.940	10,037.60
		0.000	0.00
0029                          6200.00	31.00	1,320.000	40,920.00
CONCRETE PILING	LF	1,310.000	40,610.00
		1,310.000	40,610.00
		0.000	0.00
0030                          7020.00	1,025.00	4.000	4,100.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,100.00
		4.000	4,100.00
		0.000	0.00
0031                          7021.45	925.00	4.000	3,700.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	3,700.00
		4.000	3,700.00
		0.000	0.00
4000                          L999.00	226.25	0.000	0.00
COMPENSATION FOR ADDITIONAL COST	LS	1.000	226.25
(Reinforcing Steel for Bridges)		1.000	226.25
		1.000	226.25
4001                          6200.00	18.60	0.000	0.00
CONCRETE PILING	LF	10.000	186.00
Contingency- Authorized Pile Cut-Off (Ref Std Specs Sec 703)		10.000	186.00
		10.000	186.00
GROUP 6 BRIDGE AT STA. 5+83.00		Contracted	303,390.13
		Current	299,263.46
		In place	300,818.30
		This Estimate	3,202.86
Totals for contract		Contracted	303,390.13
		Current	299,263.46
		In place	300,818.30
		This Estimate	3,202.86