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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2775 GILL CONSTRUCTION, INC.
Contract ID:	3305
Estimate Number:	0014
Pay Period End Date:	07.31.2003

Contract Location:
HUBBARD NORTHEAST	Estimate Type:	FINL
Contractor:
GILL CONSTRUCTION, INC.	Date Let:	04.18.2002
116 MONONA BLVD	Date Awarded:	05.06.2002
PO BOX 86	Date Contract Executed:	05.20.2002
	Date Notice to Proceed:	05.20.2002
JACKSON NE 68743	Date Work Began:	06.03.2002
Phone:	Date Physical Work Completed:
(402)632-4335	Date Accepted:	10.22.2002
Escrow Agent:
Surety Co:
MERCHANTS BONDING COMPANY (MUTUAL)

Counties
DAKOTA

Project Number		PCT			Fed State Project Number		Description
31305 000		0.000			EACSTPE-3925(1)		GRAD CONC PAVE CULV
31306 000		0.000			EACSTPE-3925(2)		GRAD CONC PAVE CULV

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,391,195.99	$1,391,195.99	$.00
$1,356,983.91	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,391,195.99	$1,391,195.99	$.00
$1,296,647.08	Retainage	$.00	$-13,911.96	$13,911.96
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
102.52%	Net Earnings	$1,391,195.99	$1,377,284.03	$13,911.96
	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	$693.98	$693.98	$.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	$693.98	$693.98	$.00
	Payment	$1,391,889.97	$1,377,978.01	$13,911.96
Project Manager			Div. Head/Dist. Eng.
Mead, Terry	07.31.2003		Boyle, Pat	08.01.2003
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	08.08.2003		Hall, David	08.11.2003
Controller Div. Processed
Harring, Joyce	08.29.2003

		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                          L006.00	255.00	8.200	2,091.00
COVER CROP SEEDING	ha	8.200	2,091.00
		8.200	2,091.00
		0.000	0.00
0002                          0030.10	3,789.25	1.000	3,789.25
MOBILIZATION	LS	1.000	3,789.25
		1.000	3,789.25
		0.000	0.00
0003                          1009.00	2,613.75	1.000	2,613.75
GENERAL CLEARING AND GRUBBING	LS	1.000	2,613.75
		1.000	2,613.75
		0.000	0.00
0004                          1010.01	2.40	14,424.000	34,617.60
EXCAVATION (ESTABLISHED QUANTITY)	m3	14,424.000	34,617.60
		14,424.000	34,617.60
		0.000	0.00
0005                          1011.00	1.02	2,213.000	2,257.26
WATER	kL	2,213.000	2,257.26
		189.000	192.78
		0.000	0.00
0006                          1030.00	1.13	34,040.000	38,465.20
EARTHWORK MEASURED IN EMBANKMENT	m3	34,040.000	38,465.20
		34,040.000	38,465.20
		0.000	0.00
0008                          1090.00	357.00	1.000	357.00
ABANDON WELLS	EACH	1.000	357.00
		0.000	0.00
		0.000	0.00
0009                          1102.00	3.67	200.000	734.00
REMOVE ASPHALT SURFACE	m2	200.000	734.00
		466.630	1,712.53
		0.000	0.00
0010                          1320.18	28.56	74.500	2,127.72
450 mm CORRUGATED METAL PIPE FOR DRIVEWAY CULVERT PIPE	m	74.500	2,127.72
		86.700	2,476.15
		0.000	0.00
0011                          1320.24	40.80	8.900	363.12
600 mm CORRUGATED METAL PIPE FOR DRIVEWAY CULVERT PIPE	m	8.900	363.12
		8.000	326.40
		0.000	0.00
0012                          1320.36	65.28	19.000	1,240.32
900 mm CORRUGATED METAL PIPE FOR DRIVEWAY CULVERT PIPE	m	19.000	1,240.32
		19.000	1,240.32
		0.000	0.00
0013                          1405.00	12.24	5.486	67.15
RELAYING DRIVEWAY CULVERT PIPE	m	5.486	67.15
		5.486	67.15
		0.000	0.00
0014                          4360.36	306.00	4.000	1,224.00
900 mm METAL FLARED-END SECTION	EACH	4.000	1,224.00
		4.000	1,224.00
		0.000	0.00
4020                          L022.11	6.90	0.000	0.00
FABRIC SILT FENCE-LOW POROSITY	m	690.000	4,761.00
		618.600	4,268.34
		0.000	0.00
4021                          L020.00	1.44	0.000	0.00
EROSION CONTROL	m2	3,275.000	4,716.00
		3,275.000	4,716.00
		0.000	0.00
4022                          L020.09	12.94	0.000	0.00
EROSION CONTROL, TYPE AAA	m2	381.500	4,936.61
		381.500	4,936.61
		0.000	0.00
4023                          L021.06	20.70	0.000	0.00
EROSION CHECKS, TYPE HV	BALE	215.000	4,450.50
		215.000	4,450.50
		0.000	0.00
4024                          1030.00	2.26	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	762.000	1,722.12
		762.000	1,722.12
		0.000	0.00
GROUP 1 GRADING		Contracted	89,947.37
		Current	110,533.60
		In place	108,909.70
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0015                          L001.01	933.30	5.700	5,319.81
SEEDING, TYPE A	ha	5.700	5,319.81
		5.700	5,319.81
		0.000	0.00
0016                          L001.02	872.10	2.500	2,180.25
SEEDING, TYPE B	ha	2.500	2,180.25
		2.500	2,180.25
		0.000	0.00
0018                          L032.75	91.80	41.000	3,763.80
MULCH	Mg	41.000	3,763.80
		41.000	3,763.80
		0.000	0.00
0019                          0002.76	0.19	8,235.000	1,564.65
PERMANENT PAVEMENT MARKING PAINT	m	8,235.000	1,564.65
		9,853.950	1,872.25
		0.000	0.00
0020                          0030.30	1,029.82	1.000	1,029.82
MOBILIZATION	LS	1.000	1,029.82
		1.000	1,029.82
		0.000	0.00
0021                          2001.00	15.75	406.000	6,394.50
GRAVEL SURFACE COURSE	m3	406.000	6,394.50
		406.000	6,394.50
		0.000	0.00
0022                          2020.00	30.06	144.000	4,328.64
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	144.000	4,328.64
		288.000	8,657.28
		0.000	0.00
0023                          2021.00	50.00	4.000	200.00
MAILBOX POST	EACH	4.000	200.00
		8.000	400.00
		0.000	0.00
0024                          3008.05	10.00	12.000	120.00
TIE BARS	EACH	12.000	120.00
		63.000	630.00
		0.000	0.00
0025                          3020.24	34.21	540.860	18,502.82
CONCRETE CLASS 47B-25 DRIVEWAY	m2	540.860	18,502.82
		1,234.099	42,218.53
		0.000	0.00
0026                          3020.32	35.87	234.430	8,409.00
CONCRETE CLASS 47B-HE-25 DRIVEWAY	m2	234.430	8,409.00
		0.000	0.00
		0.000	0.00
0027                          3050.15	241.87	92.086	22,272.84
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	92.086	22,272.84
		92.086	22,272.85
		0.000	0.00
0028                          3051.10	1.40	5,418.910	7,586.47
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	5,418.910	7,586.47
		5,994.590	8,392.43
		0.000	0.00
0029                          3070.12	131.89	1.251	164.99
CONCRETE FOR HEADERS, CLASS 47B-25	m3	1.251	164.99
		1.251	165.00
		0.000	0.00
0030                          3075.32	21.18	21,143.116	447,811.20
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	21,143.116	447,811.20
		22,095.036	467,972.86
		0.000	0.00
0031                          3091.18	30.32	439.560	13,327.46
205 mm CONCRETE PAVEMENT CLASS 47B-HE-25	m2	439.560	13,327.46
		72.600	2,201.23
		0.000	0.00
0032                          3300.65	55.00	12.000	660.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	12.000	660.00
		14.000	770.00
		0.000	0.00
0036                          9034.00	1.68	1,325.000	2,226.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,325.000	2,226.00
		1,820.417	3,058.30
		0.000	0.00
0037                          9111.00	1.10	514.000	565.40
WATER	kL	514.000	565.40
		600.662	660.73
		0.000	0.00
0038                          9170.00	200.00	65.883	13,176.60
EARTH SHOULDER CONSTRUCTION	StaM	65.883	13,176.60
		65.883	13,176.60
		0.000	0.00
0039                          9173.20	1.10	21,871.000	24,058.10
SUBGRADE PREPARATION	m2	21,871.000	24,058.10
		21,393.398	23,532.73
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	583,662.36
		Current	583,662.36
		In place	614,668.97
		This Estimate	0.00
GROUP 4 CULVERTS
0040                          0030.40	1,956.52	1.000	1,956.52
MOBILIZATION	LS	1.000	1,956.52
		1.000	1,956.52
		0.000	0.00
0041                          4040.00	500.00	1.000	500.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
0042                          4050.01	13.00	842.000	10,946.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	842.000	10,946.00
		892.100	11,597.30
		0.000	0.00
0043                          4450.24	89.75	18.500	1,660.38
600 mm REINFORCED CONCRETE PIPE	m	18.500	1,660.38
		17.690	1,587.68
		0.000	0.00
0044                          4450.30	157.50	33.700	5,307.75
750 mm REINFORCED CONCRETE PIPE	m	33.700	5,307.75
		33.820	5,326.65
		0.000	0.00
0045                          4450.36	176.30	16.000	2,820.80
900 mm REINFORCED CONCRETE PIPE	m	16.000	2,820.80
		15.860	2,796.12
		0.000	0.00
0046                          4450.48	313.20	18.300	5,731.56
1200 mm REINFORCED CONCRETE PIPE	m	18.300	5,731.56
		18.270	5,722.16
		0.000	0.00
0047                          4450.72	526.80	30.000	15,804.00
1800 mm REINFORCED CONCRETE PIPE	m	30.000	15,804.00
		30.500	16,067.40
		0.000	0.00
0048                          4460.24	442.20	2.000	884.40
600 mm CONCRETE FLARED-END SECTION	EACH	2.000	884.40
		2.000	884.40
		0.000	0.00
0049                          4460.30	581.25	4.000	2,325.00
750 mm CONCRETE FLARED END SECTION	EACH	4.000	2,325.00
		4.000	2,325.00
		0.000	0.00
0050                          4460.36	775.60	2.000	1,551.20
900 mm CONCRETE FLARED-END SECTION	EACH	2.000	1,551.20
		2.000	1,551.20
		0.000	0.00
0051                          4460.48	1,008.85	1.000	1,008.85
1200 mm CONCRETE FLARED-END SECTION	EACH	1.000	1,008.85
		1.000	1,008.85
		0.000	0.00
0052                          4460.72	1,656.00	4.000	6,624.00
1800 mm CONCRETE FLARED-END SECTION	EACH	4.000	6,624.00
		4.000	6,624.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	57,120.45
		Current	57,120.45
		In place	57,947.28
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0055                          0001.10	1.00	985.000	985.00
BARRICADE, TYPE III	BDAY	985.000	985.00
		1,018.000	1,018.00
		0.000	0.00
0056                          0001.30	1.00	250.000	250.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	250.000	250.00
		71.000	71.00
		0.000	0.00
0057                          0001.90	0.45	745.000	335.25
SIGN DAY	EACH	745.000	335.25
		693.000	311.85
		0.000	0.00
0058                          0010.04	1.00	0.500	0.50
FIELD OFFICE	EACH	0.500	0.50
		0.500	0.50
		0.000	0.00
0059                          0030.00	0.50	1.000	0.50
MOBILIZATION	LS	1.000	0.50
		1.000	0.50
		0.000	0.00
4001                          0001.08	0.50	0.000	0.00
BARRICADE, TYPE II	BDAY	1,000.000	500.00
		8,636.000	4,318.00
		0.000	0.00
4002                          0001.75	2.00	0.000	0.00
TEMPORARY SIGN DAY	EACH	1,000.000	2,000.00
		116.000	232.00
		0.000	0.00
4003                          0003.10	200.00	0.000	0.00
FLAGGING	DAY	20.000	4,000.00
		6.000	1,200.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	1,571.25
		Current	8,071.25
		In place	7,151.85
		This Estimate	0.00
GROUP 1 GRADING
0001                          L006.00	255.00	6.000	1,530.00
COVER CROP SEEDING	ha	6.000	1,530.00
		6.000	1,530.00
		0.000	0.00
0002                          0030.10	1,310.75	1.000	1,310.75
MOBILIZATION	LS	1.000	1,310.75
		1.000	1,310.75
		0.000	0.00
0003                          1009.00	1,568.25	1.000	1,568.25
GENERAL CLEARING AND GRUBBING	LS	1.000	1,568.25
		1.000	1,568.25
		0.000	0.00
0004                          1010.01	2.40	2,981.000	7,154.40
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,981.000	7,154.40
		2,981.000	7,154.40
		0.000	0.00
0005                          1011.00	1.02	817.000	833.34
WATER	kL	817.000	833.34
		114.000	116.28
		0.000	0.00
0006                          1030.00	1.13	11,660.000	13,175.80
EARTHWORK MEASURED IN EMBANKMENT	m3	11,660.000	13,175.80
		11,660.000	13,175.80
		0.000	0.00
0007                          1042.00	1.13	1,700.000	1,921.00
SALVAGING AND PLACING HYDRIC SOIL	m2	1,700.000	1,921.00
		1,700.000	1,921.00
		0.000	0.00
0010                          1320.18	28.56	46.000	1,313.76
450 mm CORRUGATED METAL PIPE FOR DRIVEWAY CULVERT PIPE	m	46.000	1,313.76
		46.000	1,313.76
		0.000	0.00
4025                          1030.00	2.26	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	762.000	1,722.12
		762.000	1,722.12
		0.000	0.00
4026                          1030.00	3.86	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	8,168.000	31,528.48
Additional borrow for North end		8,168.000	31,528.48
		0.000	0.00
GROUP 1 GRADING		Contracted	28,807.30
		Current	62,057.90
		In place	61,340.84
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0015                          L001.01	933.30	4.000	3,733.20
SEEDING, TYPE A	ha	4.000	3,733.20
		4.000	3,733.20
		0.000	0.00
0016                          L001.02	872.10	2.000	1,744.20
SEEDING, TYPE B	ha	2.000	1,744.20
		2.000	1,744.20
		0.000	0.00
0017                          L001.17	3,225.00	0.251	809.48
SEEDING, TYPE WETLAND	ha	0.251	809.48
		0.251	809.48
		0.000	0.00
0018                          L032.75	91.80	30.000	2,754.00
MULCH	Mg	30.000	2,754.00
		30.000	2,754.00
		0.000	0.00
0019                          0002.76	0.19	6,908.000	1,312.52
PERMANENT PAVEMENT MARKING PAINT	m	6,908.000	1,312.52
		8,436.950	1,603.02
		0.000	0.00
0020                          0030.30	965.18	1.000	965.18
MOBILIZATION	LS	1.000	965.18
		1.000	965.18
		0.000	0.00
0021                          2001.00	15.75	117.000	1,842.75
GRAVEL SURFACE COURSE	m3	117.000	1,842.75
		123.000	1,937.25
		0.000	0.00
0022                          2020.00	30.06	63.000	1,893.78
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	63.000	1,893.78
		42.000	1,262.52
		0.000	0.00
0023                          2021.00	50.00	3.000	150.00
MAILBOX POST	EACH	3.000	150.00
		2.000	100.00
		0.000	0.00
0025                          3020.24	34.21	385.000	13,170.85
CONCRETE CLASS 47B-25 DRIVEWAY	m2	385.000	13,170.85
		387.452	13,254.73
		0.000	0.00
0027                          3050.15	241.87	92.008	22,253.97
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	92.008	22,253.97
		92.008	22,253.97
		0.000	0.00
0028                          3051.10	1.40	6,178.162	8,649.43
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	6,178.162	8,649.43
		6,475.283	9,065.40
		0.000	0.00
0029                          3070.12	131.89	1.251	164.99
CONCRETE FOR HEADERS, CLASS 47B-25	m3	1.251	164.99
		0.834	110.00
		0.000	0.00
0030                          3075.32	21.18	18,722.000	396,531.96
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	18,722.000	396,531.96
		18,993.318	402,278.47
		0.000	0.00
0032                          3300.65	55.00	10.000	550.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	10.000	550.00
		13.000	715.00
		0.000	0.00
0033                          4763.26	160.00	8.000	1,280.00
UNDERDRAIN HEADWALL	EACH	8.000	1,280.00
		8.000	1,280.00
		0.000	0.00
0034                          4764.36	27.00	24.000	648.00
150mm NONPERFORATED PIPE UNDERDRAIN	m	24.000	648.00
		24.000	648.00
		0.000	0.00
0035                          4764.37	27.00	350.000	9,450.00
150mm PERFORATED PIPE UNDERDRAIN	m	350.000	9,450.00
		350.000	9,450.00
		0.000	0.00
0036                          9034.00	1.68	996.000	1,673.28
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	996.000	1,673.28
		1,351.580	2,270.65
		0.000	0.00
0037                          9111.00	1.10	416.000	457.60
WATER	kL	416.000	457.60
		486.138	534.75
		0.000	0.00
0038                          9170.00	200.00	55.289	11,057.80
EARTH SHOULDER CONSTRUCTION	StaM	55.289	11,057.80
		55.439	11,087.80
		0.000	0.00
0039                          9173.20	1.10	18,318.000	20,149.80
SUBGRADE PREPARATION	m2	18,318.000	20,149.80
		18,027.332	19,830.06
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	501,242.79
		Current	501,242.79
		In place	507,687.68
		This Estimate	0.00
GROUP 4 CULVERTS
0040                          0030.40	1,043.48	1.000	1,043.48
MOBILIZATION	LS	1.000	1,043.48
		1.000	1,043.48
		0.000	0.00
0042                          4050.01	13.00	312.000	4,056.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	312.000	4,056.00
		312.000	4,056.00
		0.000	0.00
0043                          4450.24	89.75	49.500	4,442.63
600 mm REINFORCED CONCRETE PIPE	m	49.500	4,442.63
		50.020	4,489.30
		0.000	0.00
0045                          4450.36	176.30	15.500	2,732.65
900 mm REINFORCED CONCRETE PIPE	m	15.500	2,732.65
		15.860	2,796.12
		0.000	0.00
0046                          4450.48	313.20	12.000	3,758.40
1200 mm REINFORCED CONCRETE PIPE	m	12.000	3,758.40
		12.200	3,821.04
		0.000	0.00
0048                          4460.24	442.20	8.000	3,537.60
600 mm CONCRETE FLARED-END SECTION	EACH	8.000	3,537.60
		8.000	3,537.60
		0.000	0.00
0050                          4460.36	775.60	2.000	1,551.20
900 mm CONCRETE FLARED-END SECTION	EACH	2.000	1,551.20
		2.000	1,551.20
		0.000	0.00
0051                          4460.48	1,008.85	2.000	2,017.70
1200 mm CONCRETE FLARED-END SECTION	EACH	2.000	2,017.70
		2.000	2,017.70
		0.000	0.00
0053                          4500.36	237.25	24.000	5,694.00
900 mm ROUND EQUIVALENT REINFORCED CONCRETE PIPE	m	24.000	5,694.00
		22.900	5,433.03
		0.000	0.00
0054                          4510.36	750.40	4.000	3,001.60
900 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	4.000	3,001.60
		4.000	3,001.60
		0.000	0.00
GROUP 4 CULVERTS		Contracted	31,835.25
		Current	31,835.25
		In place	31,747.07
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0055                          0001.10	1.00	1,057.000	1,057.00
BARRICADE, TYPE III	BDAY	1,057.000	1,057.00
		1,295.000	1,295.00
		0.000	0.00
0056                          0001.30	1.00	250.000	250.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	250.000	250.00
		65.000	65.00
		0.000	0.00
0057                          0001.90	0.45	894.000	402.30
SIGN DAY	EACH	894.000	402.30
		848.000	381.60
		0.000	0.00
0058                          0010.04	1.00	0.500	0.50
FIELD OFFICE	EACH	0.500	0.50
		0.500	0.50
		0.000	0.00
0059                          0030.00	0.50	1.000	0.50
MOBILIZATION	LS	1.000	0.50
		1.000	0.50
		0.000	0.00
0060                          9110.09	150.00	5.000	750.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	5.000	750.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	2,460.30
		Current	2,460.30
		In place	1,742.60
		This Estimate	0.00
Totals for contract		Contracted	1,296,647.08
		Current	1,356,983.91
		In place	1,391,195.99
		This Estimate	0.00