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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	4894
Estimate Number:	0008
Pay Period End Date:	12.07.2002

Contract Location:
IN WACO	Estimate Type:	PROG
Contractor:
PAULSEN, INC.	Date Let:	09.20.2001
1116 EAST HWY 30	Date Awarded:	09.27.2001
P O BOX 17	Date Contract Executed:	10.02.2001
	Date Notice to Proceed:	10.02.2001
COZAD NE 69130	Date Work Began:
Phone:	Date Physical Work Completed:
(308)784-3333	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
YORK

Project Number		PCT			Fed State Project Number		Description
41894 000		0.000			S-L93B(1004)		GR CONC PAVE CULV

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$838,004.78	$812,318.12	$25,686.66
$857,029.49	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$838,004.78	$812,318.12	$25,686.66
$857,029.49	Retainage	$-8,380.05	$-8,123.18	$-256.87
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.78%	Net Earnings	$829,624.73	$804,194.94	$25,429.79
	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	$-5.20	$-5.20	$.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	-$5.20	-$5.20	$.00
	Payment	$829,619.53	$804,189.74	$25,429.79
Project Manager			Div. Head/Dist. Eng.
Anderson, Tom	12.11.2002		Meyer, Keith	12.12.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.13.2002
Controller Div. Processed
Burling, Laurie	12.13.2002

		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 1 GRADING
0001                          L020.03	3.25	779.800	2,534.35
EROSION CONTROL, TYPE C	m2	779.800	2,534.35
		0.000	0.00
		0.000	0.00
0002                          L020.09	13.00	698.000	9,074.00
EROSION CONTROL, TYPE AAA	m2	698.000	9,074.00
		678.580	8,821.54
		0.000	0.00
0003                          0030.10	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0004                          1009.00	5,500.00	1.000	5,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	5,500.00
		1.000	5,500.00
		0.000	0.00
0005                          1010.01	7.50	4,948.000	37,110.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	4,948.000	37,110.00
		4,948.000	37,110.00
		0.000	0.00
0006                          1011.00	5.00	4.000	20.00
WATER	kL	4.000	20.00
		0.000	0.00
		0.000	0.00
0007                          1101.00	14.00	178.000	2,492.00
REMOVE PAVEMENT	m2	178.000	2,492.00
		178.000	2,492.00
		0.000	0.00
0008                          1102.00	3.75	7,715.000	28,931.25
REMOVE ASPHALT SURFACE	m2	7,715.000	28,931.25
		7,715.000	28,931.25
		0.000	0.00
0009                          1107.00	7.00	190.000	1,330.00
REMOVE WALK	m2	190.000	1,330.00
		190.000	1,330.00
		0.000	0.00
0010                          1108.00	14.00	16.000	224.00
REMOVE COMBINATION CURB AND GUTTER	m	16.000	224.00
		16.000	224.00
		0.000	0.00
0011                          1130.00	2,500.00	1.000	2,500.00
REMOVE UNDERGROUND TANK	EACH	1.000	2,500.00
		0.000	0.00
		0.000	0.00
0012                          1701.18	55.00	10.000	550.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	10.000	550.00
		0.000	0.00
		0.000	0.00
0013                          1701.24	80.00	37.000	2,960.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	37.000	2,960.00
		37.000	2,960.00
		0.000	0.00
GROUP 1 GRADING		Contracted	103,225.60
		Current	103,225.60
		In place	97,368.79
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0014                          L001.02	5,000.00	0.270	1,350.00
SEEDING, TYPE B	ha	0.270	1,350.00
		0.000	0.00
		0.000	0.00
0015                          L010.00	6.00	1,430.000	8,580.00
SODDING	m2	1,430.000	8,580.00
		0.000	0.00
		0.000	0.00
0016                          L032.75	70.00	1.350	94.50
MULCH	Mg	1.350	94.50
		0.000	0.00
		0.000	0.00
0017                          W600.03	100.00	12.000	1,200.00
ADJUST VALVE BOX TO GRADE	EACH	12.000	1,200.00
		12.000	1,200.00
		12.000	1,200.00
0018                          0030.10	22,000.00	1.000	22,000.00
MOBILIZATION	LS	1.000	22,000.00
		1.000	22,000.00
		0.000	0.00
0019                          2010.00	26.00	111.000	2,886.00
CRUSHED ROCK SURFACE COURSE	m3	111.000	2,886.00
		0.000	0.00
		0.000	0.00
0020                          2021.00	75.00	9.000	675.00
MAILBOX POST	EACH	9.000	675.00
		6.000	450.00
		6.000	450.00
0021                          3016.21	28.00	708.600	19,840.80
CONCRETE CLASS 47B-20 SIDEWALKS	m2	708.600	19,840.80
		518.733	14,524.52
		101.288	2,836.06
0022                          3020.26	25.00	1,226.000	30,650.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	1,226.000	30,650.00
		1,194.543	29,863.58
		0.000	0.00
0023                          3075.41	31.00	4,849.000	150,319.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	4,849.000	150,319.00
		4,849.026	150,319.81
		0.000	0.00
0024                          3075.45	33.80	5,035.000	170,183.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	5,035.000	170,183.00
		5,035.002	170,183.07
		0.000	0.00
0025                          4015.00	120.00	3.000	360.00
ADJUST MANHOLE TO GRADE	EACH	3.000	360.00
		3.000	360.00
		1.000	120.00
0026                          8029.84	1.75	9,130.000	15,977.50
BITUMINOUS FOUNDATION COURSE 100 mm	m2	9,130.000	15,977.50
		9,990.953	17,484.16
		0.000	0.00
0027                          9111.00	1.00	192.000	192.00
WATER	kL	192.000	192.00
		0.000	0.00
		0.000	0.00
0028                          9170.00	290.00	13.986	4,055.94
EARTH SHOULDER CONSTRUCTION	StaM	13.986	4,055.94
		13.986	4,055.94
		13.986	4,055.94
0029                          9173.20	0.75	11,045.000	8,283.75
SUBGRADE PREPARATION	m2	11,045.000	8,283.75
		11,038.933	8,279.20
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	436,647.49
		Current	436,647.49
		In place	418,720.28
		This Estimate	8,662.00
GROUP 4 CULVERTS
0030                          P775.24	150.00	344.700	51,705.00
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	344.700	51,705.00
		351.600	52,740.00
		0.000	0.00
0031                          P775.30	206.00	94.000	19,364.00
750 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	94.000	19,364.00
		94.000	19,364.00
		0.000	0.00
0032                          P775.36	263.00	54.000	14,202.00
900 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	54.000	14,202.00
		54.000	14,202.00
		0.000	0.00
0033                          P775.48	410.00	405.500	166,255.00
1200 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	405.500	166,255.00
		405.500	166,255.00
		0.000	0.00
0034                          0030.40	1,845.00	1.000	1,845.00
MOBILIZATION	LS	1.000	1,845.00
		1.000	1,845.00
		0.000	0.00
0035                          1043.50	4.00	40.000	160.00
RIPRAP FILTER FABRIC	m2	40.000	160.00
		40.000	160.00
		0.000	0.00
0036                          4002.00	3.50	798.000	2,793.00
CAST IRON COVER AND FRAME	kg	798.000	2,793.00
		798.000	2,793.00
		798.000	2,793.00
0037                          4004.50	3.40	898.000	3,053.20
CAST IRON GRATE AND FRAME	kg	898.000	3,053.20
		898.000	3,053.20
		898.000	3,053.20
0038                          4005.00	3.50	624.000	2,184.00
CAST IRON RING AND COVER	kg	624.000	2,184.00
		624.000	2,184.00
		408.000	1,428.00
0039                          4016.00	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 11+58.10 RT.		1.000	2,000.00
		0.000	0.00
0040                          4016.01	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA, 20+85, 6 m RT.		2.000	4,000.00
		0.000	0.00
0041                          4016.02	1,800.00	1.000	1,800.00
MANHOLE	EACH	1.000	1,800.00
AT STA. 21+90, 6 m RT.		1.000	1,800.00
		0.000	0.00
0042                          4016.03	1,800.00	1.000	1,800.00
MANHOLE	EACH	1.000	1,800.00
AT STA. 22+47, 6 m RT.		1.000	1,800.00
		0.000	0.00
0043                          4105.58	500.00	67.440	33,720.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	67.440	33,720.00
		67.440	33,720.00
		10.239	5,119.50
0044                          4155.50	1.50	2,394.000	3,591.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	2,394.000	3,591.00
		2,394.000	3,591.00
		2,376.109	3,564.16
0045                          4320.24	600.00	1.000	600.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	600.00
		1.000	600.00
		0.000	0.00
0046                          4320.48	1,800.00	1.000	1,800.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	1,800.00
		1.000	1,800.00
		0.000	0.00
0047                          6105.02	42.00	21.000	882.00
ROCK RIPRAP, TYPE B	Mg	21.000	882.00
		21.000	882.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	309,754.20
		Current	309,754.20
		In place	312,789.20
		This Estimate	15,957.86
GROUP 10 GENERAL ITEMS
0048                          0001.10	2.00	1,812.000	3,624.00
BARRICADE, TYPE III	BDAY	1,812.000	3,624.00
		3,202.000	6,404.00
		64.000	128.00
0049                          0001.30	1.25	236.000	295.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	236.000	295.00
		0.000	0.00
		0.000	0.00
0050                          0001.90	0.60	3,472.000	2,083.20
SIGN DAY	EACH	3,472.000	2,083.20
		2,204.000	1,322.40
		48.000	28.80
0051                          0010.04	1,000.00	1.000	1,000.00
FIELD OFFICE	EACH	1.000	1,000.00
		1.000	1,000.00
		0.750	750.00
0052                          0030.10	400.00	1.000	400.00
MOBILIZATION	LS	1.000	400.00
		1.000	400.00
		0.400	160.00
GROUP 10 GENERAL ITEMS		Contracted	7,402.20
		Current	7,402.20
		In place	9,126.40
		This Estimate	1,066.80
Totals for contract		Contracted	857,029.49
		Current	857,029.49
		In place	838,004.67
		This Estimate	25,686.66