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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2282 KNIGHT ASPHALT, INC.
Contract ID:	3352X
Estimate Number:	0026
Pay Period End Date:	08.02.2003

Contract Location:
NIOBRARA STATE PARK	Estimate Type:	PROG
Contractor:
KNIGHT ASPHALT, INC.	Date Let:	02.07.2002
PO BOX 180	Date Awarded:	02.14.2002
	Date Contract Executed:	02.21.2002
	Date Notice to Proceed:	02.21.2002
CHAPMAN NE 68827	Date Work Began:	04.08.2002
Phone:	Date Physical Work Completed:
(308)986-2254	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
KNOX

Project Number		PCT			Fed State Project Number		Description
31352 000		0.000			SRR-54(9)		GR CULV GDRL BIT
31352A 000		0.000			SRR-54(11)		GR CULV

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,343,844.76	$1,338,461.66	$5,383.10
$1,231,468.44	Stockpiled Materials	$-.01	$-.01	$.00
Original Contract Amt	Gross Earnings	$1,343,844.75	$1,338,461.65	$5,383.10
$1,212,890.38	Retainage	$-13,438.45	$-13,384.62	$-53.83
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
109.13%	Net Earnings	$1,330,406.30	$1,325,077.03	$5,329.27
	Liquidated Damages	-$11,458.00	-$4,718.00	-$6,740.00
	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	$2,234.16	$2,234.16	$.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	-$9,223.84	-$2,483.84	-$6,740.00
	Payment	$1,321,182.46	$1,322,593.19	-$1,410.73
Project Manager			Project Engineer
Mead, Terry	08.04.2003		Hausman, Larry	08.04.2003
Div. Head/Dist. Eng.			Constr. Estimate Eng.
Boyle, Pat	08.06.2003		Bartos, Steve	08.06.2003
Controller Div. Processed
Burling, Laurie	08.07.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0052	9005.24	ASPHALTIC CONCRETE, TYPE SPL
		S.P. Initial Payment	2,987.00	55433
		Washed Crusher Fines
		S.P. Initial Payment	7,395.22	55433
		Crusher Fines 1/8"
		S.P. Initial Payment	12,711.08	55433
		Rock 3/4"
		S.P. Initial Payment	2,084.84	55595
		Washed Crusher Fines12
		S.P. Initial Payment	166.03	55595
		Crusher Fines 1/8"
		S.P. Initial Payment	2,336.08	55595
		3/4" Rock
		S.P. Initial Payment	1,903.88	55870
		Washed Crusher Fines
		S.P. Initial Payment	5,223.51	55870
		Crusher Fines 1/8"
		S.P. Initial Payment	6,800.00	1
		Pit Run
		S.P. Initial Payment	6,136.96	1ESG
		Washed Crusher Fines
		S.P. Initial Payment	19,007.36	1ESG
		Crusher Fines 1/8"
		S.P. Initial Payment	15,525.28	1ESG
		3/4" Rock
		S.P. Initial Payment	7,433.36	2ESG
		Washed Crusher Fines
		S.P. Initial Payment	12,727.52	2ESG
		Crusher Fines 1/8"
		S.P. Initial Payment	960.24	3ESG
		Crusher Fines 1/8"
		S.P. Initial Payment	381.12	4ESG
		Washed Crusher Fines
		Total for estimate 0018:	103,779.48
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0052	9005.24	ASPHALTIC CONCRETE, TYPE SPL
		S.P. Adjustment	-193.07	55433
		Washed Crusher Fines
		S.P. Adjustment	-166.80	55433
		Crusher Fines 1/8"
		S.P. Adjustment	-297.83	55433
		Rock 3/4"
		S.P. Adjustment	-193.07	55595
		Washed Crusher Fines12
		S.P. Adjustment	-166.03	55595
		Crusher Fines 1/8"
		S.P. Adjustment	-297.83	55595
		3/4" Rock
		S.P. Adjustment	-193.07	55870
		Washed Crusher Fines
		S.P. Adjustment	-166.80	55870
		Crusher Fines 1/8"
		S.P. Adjustment	-66.20	1
		Pit Run
		S.P. Adjustment	-386.14	1ESG
		Washed Crusher Fines
		S.P. Adjustment	-423.61	1ESG
		Crusher Fines 1/8"
		S.P. Adjustment	-311.45	1ESG
		3/4" Rock
		S.P. Adjustment	-386.14	2ESG
		Washed Crusher Fines
		S.P. Adjustment	-423.61	2ESG
		Crusher Fines 1/8"
		S.P. Adjustment	-423.61	3ESG
		Crusher Fines 1/8"
		S.P. Adjustment	-381.12	4ESG
		Washed Crusher Fines
		Total for estimate 0019:	-4,476.38
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0052	9005.24	ASPHALTIC CONCRETE, TYPE SPL
		S.P. Adjustment	-2,793.93	55433
		Washed Crusher Fines
		S.P. Adjustment	-4,716.00	55433
		Crusher Fines 1/8"
		S.P. Adjustment	-8,420.76	55433
		Rock 3/4"
		S.P. Adjustment	-1,891.77	55595
		Washed Crusher Fines12
		S.P. Adjustment	-2,038.25	55595
		3/4" Rock
		S.P. Adjustment	-1,710.81	55870
		Washed Crusher Fines
		S.P. Adjustment	-4,716.00	55870
		Crusher Fines 1/8"
		S.P. Adjustment	-1,871.64	1
		Pit Run
		S.P. Adjustment	-5,750.82	1ESG
		Washed Crusher Fines
		S.P. Adjustment	-11,977.15	1ESG
		Crusher Fines 1/8"
		S.P. Adjustment	-8,806.03	1ESG
		3/4" Rock
		S.P. Adjustment	-7,047.22	2ESG
		Washed Crusher Fines
		S.P. Adjustment	-11,977.15	2ESG
		Crusher Fines 1/8"
		S.P. Adjustment	-536.63	3ESG
		Crusher Fines 1/8"
		Total for estimate 0021:	-74,254.16
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0052	9005.24	ASPHALTIC CONCRETE, TYPE SPL
		S.P. Adjustment	-2,512.42	55433
		Crusher Fines 1/8"
		S.P. Adjustment	-3,992.49	55433
		Rock 3/4"
		S.P. Adjustment	-340.72	55870
		Crusher Fines 1/8"
		S.P. Adjustment	-1,074.48	1
		Pit Run
		S.P. Adjustment	-6,606.60	1ESG
		Crusher Fines 1/8"
		S.P. Adjustment	-5,055.40	1ESG
		3/4" Rock
		S.P. Adjustment	-326.76	2ESG
		Crusher Fines 1/8"
		Total for estimate 0022:	-19,908.87
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0052	9005.24	ASPHALTIC CONCRETE, TYPE SPL
		S.P. Closure	-3,787.68	1
		Pit Run
		S.P. Adjustment	-1,352.40	1ESG
		3/4" Rock
		Total for estimate 0023:	-5,140.08
		Total remaining for contract:	-0.01

			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	180.00	6.650	1,197.00
COVER CROP SEEDING	ha	6.650	1,197.00
		6.650	1,197.00
		0.000	0.00
0002                          L020.00	1.50	8,062.000	12,093.00
EROSION CONTROL	m2	8,062.000	12,093.00
		7,153.000	10,729.50
		0.000	0.00
0003                          L020.01	5.75	840.000	4,830.00
EROSION CONTROL, TYPE A	m2	840.000	4,830.00
		764.784	4,397.51
		0.000	0.00
0004                          L020.07	1.50	6,568.000	9,852.00
EROSION CONTROL, TYPE B-1	m2	6,568.000	9,852.00
		6,214.322	9,321.48
		0.000	0.00
0005                          L020.08	5.20	3,060.000	15,912.00
EROSION CONTROL, TYPE AA	m2	3,060.000	15,912.00
		2,543.629	13,226.87
		0.000	0.00
0006                          L020.09	13.00	414.000	5,382.00
EROSION CONTROL, TYPE AAA	m2	414.000	5,382.00
		198.000	2,574.00
		0.000	0.00
0007                          L021.01	15.00	66.000	990.00
EROSION CHECKS, TYPE A	BALE	66.000	990.00
		68.000	1,020.00
		0.000	0.00
0008                          L021.21	16.00	276.000	4,416.00
EROSION CHECKS, TYPE AA	BALE	276.000	4,416.00
		216.000	3,456.00
		0.000	0.00
0009                          L021.22	16.00	6.000	96.00
EROSION CHECKS, TYPE AAA	BALE	6.000	96.00
		6.000	96.00
		0.000	0.00
0010                          L022.25	6.25	847.000	5,293.75
FABRIC SILT FENCE, TYPE COIR FIBER	m	847.000	5,293.75
		1,849.500	11,559.38
		0.000	0.00
0011                          L022.75	27.00	296.800	8,013.60
TEMPORARY SILT CHECK	m	296.800	8,013.60
		187.757	5,069.44
		0.000	0.00
0012                          0030.10	4,100.48	1.000	4,100.48
MOBILIZATION	LS	1.000	4,100.48
		1.000	4,100.48
		0.000	0.00
0013                          1009.00	2,000.00	1.000	2,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,000.00
FOR PROJECT SRR-54(9)		1.000	2,000.00
		0.000	0.00
0015                          1010.00	1.53	47,166.000	72,163.98
EXCAVATION	m3	47,166.000	72,163.98
		47,166.000	72,163.98
		0.000	0.00
0016                          1010.10	1.57	2,853.000	4,479.21
EXCAVATION, BORROW	m3	2,853.000	4,479.21
		2,853.000	4,479.21
		0.000	0.00
0017                          1011.00	1.60	2,501.000	4,001.60
WATER	kL	2,501.000	4,001.60
		0.000	0.00
		0.000	0.00
0018                          1102.00	3.90	592.000	2,308.80
REMOVE ASPHALT SURFACE	m2	592.000	2,308.80
		0.000	0.00
		0.000	0.00
0019                          1109.00	8.20	124.000	1,016.80
REMOVE CURB	m	124.000	1,016.80
		124.000	1,016.80
		0.000	0.00
0020                          9110.01	60.00	10.000	600.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	600.00
		66.499	3,989.94
		0.000	0.00
0021                          9110.03	50.00	10.000	500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	500.00
		26.500	1,325.00
		0.000	0.00
0022                          9110.07	40.00	10.000	400.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	400.00
		16.438	657.52
		0.000	0.00
0401                          2001.03	13.19	0.000	0.00
GRAVEL SURFACE COURSE	Mg	1,000.000	13,190.00
		167.873	2,214.24
		0.000	0.00
GROUP 1 GRADING		Contracted	159,646.22
		Current	172,836.22
		In place	154,594.35
		This Estimate	0.00
GROUP 4 CULVERTS
0024                          P250.24	65.00	120.400	7,826.00
600 mm CULVERT PIPE, TYPE 3 OR 4	m	120.400	7,826.00
		116.900	7,598.50
		0.000	0.00
0025                          0030.40	280.30	1.000	280.30
MOBILIZATION	LS	1.000	280.30
		1.000	280.30
		0.000	0.00
0028                          4050.01	7.36	22.000	161.92
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	22.000	161.92
		22.000	161.92
		0.000	0.00
0031                          4310.24	198.00	5.000	990.00
600 mm FLARED-END SECTION	EACH	5.000	990.00
		5.000	990.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	9,258.22
		Current	9,258.22
		In place	9,030.72
		This Estimate	0.00
GROUP 7 GUARDRAIL
0036                          0030.70	760.00	1.000	760.00
MOBILIZATION	LS	1.000	760.00
		1.000	760.00
		0.000	0.00
0037                          7015.00	18.05	348.800	6,295.84
CABLE GUARDRAIL	m	348.800	6,295.84
		301.100	5,434.86
		0.000	0.00
0038                          7023.00	1,309.00	4.000	5,236.00
TERMINAL ANCHORAGE SECTIONS	EACH	4.000	5,236.00
		4.000	5,236.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	12,291.84
		Current	12,291.84
		In place	11,430.86
		This Estimate	0.00
GROUP 9 BITUMINOUS
0039                          L001.02	1,099.00	3.000	3,297.00
SEEDING, TYPE B	ha	3.000	3,297.00
		10.200	11,209.80
		0.000	0.00
0040                          L032.75	70.00	14.000	980.00
MULCH	Mg	14.000	980.00
		46.829	3,278.03
		0.000	0.00
0041                          P250.15	65.36	13.500	882.36
375 mm CULVERT PIPE, TYPE 3 OR 4	m	13.500	882.36
		13.000	849.68
		0.000	0.00
0042                          P250.18	72.36	12.000	868.32
450 mm CULVERT PIPE, TYPE 3 OR 4	m	12.000	868.32
		11.400	824.90
		0.000	0.00
0043                          P250.24	81.69	163.900	13,388.99
600 mm CULVERT PIPE, TYPE 3 OR 4	m	163.900	13,388.99
		163.900	13,388.99
		0.000	0.00
0044                          0030.90	72,000.00	1.000	72,000.00
MOBILIZATION	LS	1.000	72,000.00
		1.000	72,000.00
		0.000	0.00
0045                          4004.00	2.69	1,770.000	4,761.30
CAST IRON GRATE	kg	1,770.000	4,761.30
		1,652.000	4,443.88
		0.000	0.00
0046                          4024.73	1,454.00	10.000	14,540.00
CONCRETE FLUME, TYPE IV	EACH	10.000	14,540.00
		11.000	15,994.00
		0.000	0.00
0047                          4024.74	1,454.00	5.000	7,270.00
CONCRETE FLUME, TYPE V	EACH	5.000	7,270.00
		4.000	5,816.00
		0.000	0.00
0048                          4105.59	0.00	43.160	0.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	43.160	0.00
		0.000	0.00
		0.000	0.00
0049                          4155.50	0.00	1,016.100	0.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	1,016.100	0.00
		0.000	0.00
		0.000	0.00
0050                          4310.18	175.00	1.000	175.00
450 mm FLARED-END SECTION	EACH	1.000	175.00
		1.000	175.00
		0.000	0.00
0051                          4310.24	196.00	9.000	1,764.00
600 mm FLARED-END SECTION	EACH	9.000	1,764.00
		9.000	1,764.00
		0.000	0.00
0052                          9005.24	27.02	13,340.000	360,446.80
ASPHALTIC CONCRETE, TYPE SPL	Mg	13,340.000	360,446.80
		15,388.710	415,802.94
		0.000	0.00
0053                          9009.00	3.50	1,180.000	4,130.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,180.000	4,130.00
		901.900	3,156.65
		0.000	0.00
0054                          9021.01	195.00	720.360	140,470.20
PERFORMANCE GRADED BINDER (64-22)	Mg	720.360	140,470.20
		1,133.405	221,013.98
		0.000	0.00
0055                          9030.00	7.00	3,979.000	27,853.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	3,979.000	27,853.00
		3,475.800	24,330.60
		0.000	0.00
0056                          9034.00	2.98	1,180.000	3,516.40
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,180.000	3,516.40
		901.900	2,687.66
		0.000	0.00
0057                          9053.00	0.45	16,240.000	7,308.00
TACK COAT	L	16,240.000	7,308.00
		24,794.446	11,157.51
		0.000	0.00
0058                          9111.00	4.00	623.000	2,492.00
WATER	kL	623.000	2,492.00
		0.000	0.00
		0.000	0.00
0059                          9170.00	208.00	62.638	13,028.70
EARTH SHOULDER CONSTRUCTION	StaM	62.638	13,028.70
		62.638	13,028.70
		0.000	0.00
0060                          9173.20	1.75	31,959.000	55,928.25
SUBGRADE PREPARATION	m2	31,959.000	55,928.25
		32,384.426	56,672.76
		0.000	0.00
0410                          9110.16	85.00	0.000	0.00
RENTAL OF MILLING MACHINE, FULLY OPERATED	HOUR	6.000	510.00
Milling of parking area for Wedge		6.000	510.00
		6.000	510.00
0411                          9005.00	49.60	0.000	0.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	98.348	4,878.06
Asphalt for patching, flumes, and islands		98.248	4,873.10
		98.248	4,873.10
GROUP 9 BITUMINOUS		Contracted	735,100.33
		Current	740,488.39
		In place	882,978.18
		This Estimate	5,383.10
GROUP 10 GENERAL ITEMS
0061                          0001.10	0.50	2,112.000	1,056.00
BARRICADE, TYPE III	BDAY	2,112.000	1,056.00
		1,669.000	834.50
		0.000	0.00
0062                          0001.30	0.50	528.000	264.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	528.000	264.00
		117.000	58.50
		0.000	0.00
0063                          0001.90	1.00	1,216.000	1,216.00
SIGN DAY	EACH	1,216.000	1,216.00
		1,326.000	1,326.00
		0.000	0.00
0064                          0003.10	200.00	10.000	2,000.00
FLAGGING	DAY	10.000	2,000.00
		0.000	0.00
		0.000	0.00
0065                          0010.04	1,500.00	0.750	1,125.00
FIELD OFFICE	EACH	0.750	1,125.00
		0.750	1,125.00
		0.000	0.00
0066                          0030.00	3,362.07	1.000	3,362.07
MOBILIZATION	LS	1.000	3,362.07
		0.268	901.03
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	9,023.07
		Current	9,023.07
		In place	4,245.03
		This Estimate	0.00
GROUP 1 GRADING
0012                          0030.10	3,899.52	1.000	3,899.52
MOBILIZATION	LS	1.000	3,899.52
		1.000	3,899.52
		0.000	0.00
0014                          1009.01	6,000.00	1.000	6,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	6,000.00
FOR PROJECT SRR-54(11)		1.000	6,000.00
		0.000	0.00
0015                          1010.00	1.53	5,310.000	8,124.30
EXCAVATION	m3	5,310.000	8,124.30
		5,310.000	8,124.30
		0.000	0.00
0016                          1010.10	1.57	59,282.000	93,072.74
EXCAVATION, BORROW	m3	59,282.000	93,072.74
		59,282.000	93,072.74
		0.000	0.00
0017                          1011.00	1.60	1,290.000	2,064.00
WATER	kL	1,290.000	2,064.00
		0.000	0.00
		0.000	0.00
0018                          1102.00	3.90	2,683.000	10,463.70
REMOVE ASPHALT SURFACE	m2	2,683.000	10,463.70
		2,508.000	9,781.20
		0.000	0.00
GROUP 1 GRADING		Contracted	123,624.26
		Current	123,624.26
		In place	120,877.76
		This Estimate	0.00
GROUP 4 CULVERTS
0023                          P120.36	642.21	74.700	47,973.09
900 mm CULVERT PIPE, TYPE 2	m	74.700	47,973.09
		74.700	47,973.09
		0.000	0.00
0025                          0030.40	3,274.70	1.000	3,274.70
MOBILIZATION	LS	1.000	3,274.70
		1.000	3,274.70
		0.000	0.00
0026                          1010.05	7.00	3,400.000	23,800.00
SPECIAL EXCAVATION	m3	3,400.000	23,800.00
		3,400.000	23,800.00
		0.000	0.00
0027                          1043.61	3.21	1,338.000	4,294.98
GEOTEXTILE FABRIC	m2	1,338.000	4,294.98
		1,187.968	3,813.38
		0.000	0.00
0028                          4050.01	7.36	7.000	51.52
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	7.000	51.52
		0.000	0.00
		0.000	0.00
0029                          4115.25	421.36	72.400	30,506.46
CLASS 47B-20 CONCRETE	m3	72.400	30,506.46
FOR RISER AND PIPE SUPPORT		72.400	30,506.46
		0.000	0.00
0030                          4163.25	1.53	6,536.000	10,000.08
REINFORCING STEEL	kg	6,536.000	10,000.08
FOR RISER AND PIPE SUPPORT		6,536.300	10,000.54
		0.000	0.00
0032                          4764.54	13.12	131.500	1,725.28
100 mm PERFORATED P.V.C. PIPE UNDERDRAIN	m	131.500	1,725.28
		131.500	1,725.28
		0.000	0.00
0033                          4803.10	124.25	26.800	3,329.90
250 mm P.V.C. PIPE	m	26.800	3,329.90
		26.800	3,329.90
		0.000	0.00
0034                          6105.02	25.25	1,130.000	28,532.50
ROCK RIPRAP, TYPE B	Mg	1,130.000	28,532.50
		1,138.054	28,735.87
		0.000	0.00
0035                          8091.00	15.00	663.000	9,945.00
GRANULAR BACKFILL	m3	663.000	9,945.00
		473.489	7,102.33
		0.000	0.00
GROUP 4 CULVERTS		Contracted	163,433.51
		Current	163,433.51
		In place	160,261.55
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0065                          0010.04	1,500.00	0.250	375.00
FIELD OFFICE	EACH	0.250	375.00
		0.250	375.00
		0.000	0.00
0066                          0030.00	137.93	1.000	137.93
MOBILIZATION	LS	1.000	137.93
		0.372	51.31
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	512.93
		Current	512.93
		In place	426.31
		This Estimate	0.00
Totals for contract		Contracted	1,212,890.38
		Current	1,231,468.44
		In place	1,343,844.76
		This Estimate	5,383.10