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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0875 BROWER CONSTRUCTION CO.
Contract ID:	3610X
Estimate Number:	0008
Pay Period End Date:	09.06.2003

Contract Location:
PONCA SPUR	Estimate Type:	PROG
Contractor:
BROWER CONSTRUCTION CO.	Date Let:	03.13.2003
2220 HAWKEYE DRIVE	Date Awarded:	03.20.2003
PO BOX 1137	Date Contract Executed:	03.25.2003
	Date Notice to Proceed:	03.25.2003
SIOUX CITY IA 51102	Date Work Began:	04.21.2003
Phone:	Date Physical Work Completed:
(712)252-2766	Date Accepted:
Escrow Agent:
Surety Co:
FEDERAL INSURANCE COMPANY

Counties
DIXON

Project Number		PCT			Fed State Project Number		Description
31610 000		0.000			S-S26E(1002)		GRAD CULV SEED BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$454,631.77	$448,993.85	$5,637.92
$453,838.34	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$454,631.77	$448,993.85	$5,637.92
$467,100.83	Retainage	$-4,546.32	$-4,489.94	$-56.38
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.17%	Net Earnings	$450,085.45	$444,503.91	$5,581.54
	Liquidated Damages	$.00	-$701.00	$701.00
	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	$-2,648.15	$-2,624.49	$-23.66
	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	-$2,648.15	-$3,325.49	$677.34
	Payment	$447,437.30	$441,178.42	$6,258.88
Project Manager			Div. Head/Dist. Eng.
Wiebelhaus, Bob	09.11.2003		Boyle, Pat	09.12.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.12.2003
Controller Div. Processed
Burling, Laurie	09.15.2003

		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 1 GRADING
0001                          0030.10	8,808.00	1.000	8,808.00
MOBILIZATION	LS	1.000	8,808.00
		1.000	8,808.00
		0.000	0.00
0002                          1009.00	500.00	1.000	500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	500.00
		1.000	500.00
		0.000	0.00
0003                          1010.01	1.07	78,413.000	83,901.91
EXCAVATION (ESTABLISHED QUANTITY)	CY	78,413.000	83,901.91
		82,766.920	88,560.60
		953.920	1,020.69
0004                          1011.00	2.00	350.000	700.00
WATER	MGAL	350.000	700.00
		44.300	88.60
		0.000	0.00
0005                          1012.00	60.00	20.000	1,200.00
RIGHT-OF-WAY MARKERS	EACH	20.000	1,200.00
		36.000	2,160.00
		0.000	0.00
0006                          1102.00	1.25	10,944.000	13,680.00
REMOVE ASPHALT SURFACE	SY	10,944.000	13,680.00
		11,597.790	14,497.23
		-311.660	-389.58
0007                          1106.00	2.00	138.000	276.00
REMOVE DRIVEWAY	SY	138.000	276.00
		139.720	279.44
		0.000	0.00
0008                          1124.00	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 1080+55		1.000	100.00
		0.000	0.00
0009                          1124.01	1,500.00	1.000	1,500.00
REMOVE BUILDING	EACH	1.000	1,500.00
AT STA. 1081+45		1.000	1,500.00
		0.000	0.00
0010                          1124.02	250.00	1.000	250.00
REMOVE BUILDING	EACH	1.000	250.00
AT STA. 1082+05		1.000	250.00
		0.000	0.00
0011                          1124.03	1,000.00	1.000	1,000.00
REMOVE BUILDING	EACH	1.000	1,000.00
AT STA. 1082+50		1.000	1,000.00
		0.000	0.00
0012                          1125.00	2,000.00	1.000	2,000.00
CLEAR TRACT	EACH	1.000	2,000.00
AT STA. 1080+30 TO 1083+00 RT.		1.000	2,000.00
		0.000	0.00
0013                          1701.24	11.85	253.000	2,998.05
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	253.000	2,998.05
		253.000	2,998.05
		0.000	0.00
0014                          1701.36	19.05	59.000	1,123.95
36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	59.000	1,123.95
		59.000	1,123.95
		0.000	0.00
0015                          4050.01	6.00	198.000	1,188.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	198.000	1,188.00
		198.000	1,188.00
		0.000	0.00
0016                          4310.24	129.00	2.000	258.00
24" FLARED-END SECTION	EACH	2.000	258.00
		2.000	258.00
		0.000	0.00
0017                          L006.00	70.70	9.000	636.30
COVER CROP SEEDING	ACRE	9.000	636.30
		1.170	82.72
		0.000	0.00
0018                          L006.50	3,030.00	2.700	8,181.00
TEMPORARY SEEDING	ACRE	2.700	8,181.00
		0.000	0.00
		0.000	0.00
0019                          L020.08	4.95	3,639.000	18,013.05
EROSION CONTROL, TYPE AA	SY	3,639.000	18,013.05
		3,451.280	17,083.83
		0.000	0.00
0020                          L020.09	12.12	1,646.000	19,949.52
EROSION CONTROL, TYPE AAA	SY	1,646.000	19,949.52
		1,280.330	15,517.60
		0.000	0.00
0021                          L020.10	1.67	1,467.000	2,449.89
EROSION CONTROL, TYPE HV	SY	1,467.000	2,449.89
		818.060	1,366.16
		0.000	0.00
0022                          L021.06	15.15	40.000	606.00
EROSION CHECKS, TYPE HV	BALE	40.000	606.00
		56.000	848.40
		0.000	0.00
0023                          L021.21	15.15	205.000	3,105.75
EROSION CHECKS, TYPE AA	BALE	205.000	3,105.75
		210.000	3,181.50
		0.000	0.00
0024                          L021.22	16.67	85.000	1,416.95
EROSION CHECKS, TYPE AAA	BALE	85.000	1,416.95
		80.000	1,333.60
		0.000	0.00
0025                          L022.11	2.02	1,132.000	2,286.64
FABRIC SILT FENCE-LOW POROSITY	LF	1,132.000	2,286.64
		1,083.000	2,187.66
		0.000	0.00
0026                          L022.12	2.28	96.000	218.88
FABRIC SILT FENCE-HIGH POROSITY	LF	96.000	218.88
		68.000	155.04
		0.000	0.00
0027                          L022.75	7.07	780.000	5,514.60
TEMPORARY SILT CHECK	LF	780.000	5,514.60
		0.000	0.00
		0.000	0.00
0028                          P070.24	12.30	188.000	2,312.40
24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	188.000	2,312.40
		187.000	2,300.10
		0.000	0.00
0029                          P402.24	12.30	115.000	1,414.50
24" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	115.000	1,414.50
		115.000	1,414.50
		0.000	0.00
4003                          2011.05	18.15	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	TON	129.390	2,348.43
Crushed concrete for stability on temp roadSoft spots in cut areas on detour road.		131.610	2,388.72
		-131.610	-2,388.72
GROUP 1 GRADING		Contracted	185,589.39
		Current	187,937.82
		In place	173,171.70
		This Estimate	-1,757.61
GROUP 4 CULVERT
0030                          0030.40	1,018.00	1.000	1,018.00
MOBILIZATION	LS	1.000	1,018.00
		1.000	1,018.00
		0.000	0.00
0031                          4035.00	25.00	4.000	100.00
REMOVE FLARED-END SECTION	EACH	4.000	100.00
		4.000	100.00
		0.000	0.00
0032                          4050.01	6.00	286.000	1,716.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	286.000	1,716.00
		286.000	1,716.00
		0.000	0.00
0033                          4310.24	129.00	4.000	516.00
24" FLARED-END SECTION	EACH	4.000	516.00
		4.000	516.00
		0.000	0.00
0034                          P150.24	18.65	126.000	2,349.90
24" CULVERT PIPE, TYPE 5	LF	126.000	2,349.90
		127.000	2,368.55
		0.000	0.00
0035                          P300.24	13.30	97.000	1,290.10
24" CULVERT PIPE, TYPE 3,4 OR 5	LF	97.000	1,290.10
		104.000	1,383.20
		0.000	0.00
GROUP 4 CULVERT		Contracted	6,990.00
		Current	6,990.00
		In place	7,101.75
		This Estimate	0.00
GROUP 4A WATER MAIN
0036                          0030.40	707.00	1.000	707.00
MOBILIZATION	LS	1.000	707.00
		1.000	707.00
		0.000	0.00
0037                          W176.70	262.60	1.000	262.60
WATER SERVICE CONNECTION	EACH	1.000	262.60
1"		1.000	262.60
		1.000	262.60
0038                          W176.71	393.90	1.000	393.90
WATER SERVICE CONNECTION	EACH	1.000	393.90
2"		1.000	393.90
		1.000	393.90
0039                          W200.04	2.18	344.000	749.92
DUCTILE IRON FITTINGS, M.J.	LB	460.000	1,002.80
		460.000	1,002.80
		0.000	0.00
0040                          W205.08	13.08	1,750.000	22,890.00
8" WATER MAIN PIPE	LF	1,850.000	24,198.00
		1,828.000	23,910.24
		0.000	0.00
0041                          W210.00	2,080.60	1.000	2,080.60
AIR AND VACUUM RELIEF MANHOLE	EACH	1.000	2,080.60
		1.000	2,080.60
		0.000	0.00
0042                          W219.68	611.05	4.000	2,444.20
8" GATE VALVE AND BOX	EACH	5.000	3,055.25
		5.000	3,055.25
		0.000	0.00
0043                          W724.75	606.00	2.000	1,212.00
CONNECT TO WATER MAIN	EACH	2.000	1,212.00
8"		2.000	1,212.00
		0.000	0.00
4001                          W300.12	36.75	0.000	0.00
12" CASING	LF	60.000	2,205.00
Watermain access to development. Under the roadway casing.12" PVC Meets requirements.		60.000	2,205.00
		0.000	0.00
4002                          0030.90	105.41	0.000	0.00
MOBILIZATION	LS	1.000	105.41
Additional pay for extra work extending 8" watermain Extending watermain under road to new development.		1.000	105.41
		0.000	0.00
GROUP 4A WATER MAIN		Contracted	30,740.22
		Current	35,222.56
		In place	34,934.80
		This Estimate	656.50
GROUP 5 SEEDING
0044                          0030.50	100.00	1.000	100.00
MOBILIZATION	LS	1.000	100.00
		1.000	100.00
		0.000	0.00
0045                          L001.01	500.00	7.000	3,500.00
SEEDING, TYPE A	ACRE	7.000	3,500.00
		9.470	4,735.00
		0.000	0.00
0046                          L001.02	373.70	2.000	747.40
SEEDING, TYPE B	ACRE	2.000	747.40
		0.940	351.28
		0.000	0.00
0047                          L032.75	65.65	20.000	1,313.00
MULCH	TON	20.000	1,313.00
		21.070	1,383.25
		0.000	0.00
GROUP 5 SEEDING		Contracted	5,660.40
		Current	5,660.40
		In place	6,569.53
		This Estimate	0.00
GROUP 9 BITUMINOUS
0048                          0002.30	0.75	750.000	562.50
PAVEMENT MARKING REMOVAL	LF	750.000	562.50
		450.000	337.50
		0.000	0.00
0049                          0002.39	1.00	2,000.000	2,000.00
TEMPORARY PAVEMENT MARKING, TYPE II	LF	2,000.000	2,000.00
		2,056.000	2,056.00
		0.000	0.00
0050                          0002.47	1.00	700.000	700.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	700.000	700.00
		0.000	0.00
		0.000	0.00
0051                          0002.55	16.00	33.650	538.40
OVERLAY BROKEN LINES	STA	33.650	538.40
		33.850	541.60
		0.000	0.00
0052                          0002.60	16.00	67.300	1,076.80
OVERLAY SOLID LINES	STA	67.300	1,076.80
		67.700	1,083.20
		0.000	0.00
0053                          0030.90	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0054                          1020.03	20.00	28.000	560.00
DELINEATOR, TYPE III	EACH	28.000	560.00
		27.000	540.00
		0.000	0.00
0055                          1020.20	25.00	8.000	200.00
INSTALL CHEVRONS	EACH	8.000	200.00
		10.000	250.00
		0.000	0.00
0056                          2001.00	13.80	620.000	8,556.00
GRAVEL SURFACE COURSE	CY	620.000	8,556.00
		650.330	8,974.55
		0.000	0.00
0057                          2009.10	210.96	21.782	4,595.13
GRAVEL EMBEDMENT	STA	21.782	4,595.13
		21.782	4,595.13
		0.000	0.00
0058                          2020.00	6.00	182.000	1,092.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	SY	182.000	1,092.00
		612.960	3,677.76
		0.000	0.00
0059                          2021.00	100.00	3.000	300.00
MAILBOX POST	EACH	3.000	300.00
		6.000	600.00
		0.000	0.00
0060                          7490.03	2.05	2,900.000	5,945.00
4" YELLOW THERMOPLASTIC	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0061                          7490.04	2.05	6,800.000	13,940.00
4" WHITE THERMOPLASTIC	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0062                          9005.30	22.36	4,080.000	91,228.80
ASPHALTIC CONCRETE, TYPE SP2(0.5)	TON	4,080.000	91,228.80
		4,514.960	100,954.51
		0.000	0.00
0063                          9009.00	3.15	512.000	1,612.80
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	512.000	1,612.80
		841.900	2,651.99
		0.000	0.00
0064                          9021.02	255.37	220.320	56,263.12
PERFORMANCE GRADED BINDER (70-22)	TON	194.102	49,567.83
		194.102	49,567.83
		0.000	0.00
0065                          9034.00	2.00	512.000	1,024.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	512.000	1,024.00
		841.900	1,683.80
		0.000	0.00
0066                          9053.00	0.42	1,060.000	445.20
TACK COAT	GAL	1,060.000	445.20
		1,200.000	504.00
		600.000	252.00
0067                          9111.00	10.00	49.000	490.00
WATER	MGAL	49.000	490.00
		11.800	118.00
		0.000	0.00
0068                          9170.00	102.59	67.309	6,905.23
EARTH SHOULDER CONSTRUCTION	STA	67.309	6,905.23
		67.700	6,945.34
		0.000	0.00
0069                          9173.00	241.78	32.045	7,747.84
SUBGRADE PREPARATION	STA	32.045	7,747.84
		33.850	8,184.25
		0.000	0.00
0070                          9300.52	3,500.00	1.000	3,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
4004                          6960.02	1,050.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,050.00
Lump Sum for Permanent Striping of new roadway Includes all pertinent stripes,solid and dashed lines.		1.000	1,050.00
		1.000	1,050.00
4005                          W900.02	2,500.00	0.000	0.00
RESTOCKING	LS	1.000	2,500.00
Restocking fee for thermal plastic materials not used Contractor proposed permanent striping		1.000	2,500.00
		1.000	2,500.00
4006                          9021.03	185.00	0.000	0.00
PERFORMANCE GRADED BINDER (58-28)	TON	13.066	2,417.21
Changed binder for drives and intersections on West side Binder for drives and mailboxes at new price		13.066	2,417.21
		13.066	2,417.21
4007                          2017.00	24.20	0.000	0.00
CRUSHED ROCK	TON	21.480	519.82
Resurfaced drive with crushed rock as per status before project was started. Furnished, hauled and placed.		21.480	519.82
		21.480	519.82
GROUP 9 BITUMINOUS		Contracted	219,282.82
		Current	199,189.55
		In place	213,252.49
		This Estimate	6,739.03
GROUP 10 GENERAL ITEMS
0071                          0001.08	0.50	982.000	491.00
BARRICADE, TYPE II	BDAY	982.000	491.00
		2,716.000	1,358.00
		0.000	0.00
0072                          0001.10	2.00	528.000	1,056.00
BARRICADE, TYPE III	BDAY	528.000	1,056.00
		457.000	914.00
		0.000	0.00
0073                          0001.75	4.00	10.000	40.00
TEMPORARY SIGN DAY	EACH	10.000	40.00
		16.000	64.00
		0.000	0.00
0074                          0001.90	0.50	1,558.000	779.00
SIGN DAY	EACH	1,558.000	779.00
		2,252.000	1,126.00
		0.000	0.00
0075                          0001.99	2.00	260.000	520.00
CONTRACTOR FURNISHED SIGN DAY	EACH	260.000	520.00
		0.000	0.00
		0.000	0.00
0076                          0003.10	220.00	20.000	4,400.00
FLAGGING	DAY	20.000	4,400.00
		36.000	7,920.00
		0.000	0.00
0077                          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
0078                          0030.10	5,827.00	1.000	5,827.00
MOBILIZATION	LS	1.000	5,827.00
		1.000	5,827.00
		0.000	0.00
0079                          9110.01	65.00	15.000	975.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	15.000	975.00
		0.000	0.00
		0.000	0.00
0080                          9110.03	65.00	15.000	975.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	15.000	975.00
		0.000	0.00
		0.000	0.00
0081                          9110.06	55.00	15.000	825.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	15.000	825.00
		3.500	192.50
		0.000	0.00
0082                          9110.07	50.00	15.000	750.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	15.000	750.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	18,838.00
		Current	18,838.00
		In place	19,601.50
		This Estimate	0.00
Totals for contract		Contracted	467,100.83
		Current	453,838.33
		In place	454,631.77
		This Estimate	5,637.92