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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	3312 PAVERS COMPANIES
Contract ID:	2098
Estimate Number:	0007
Pay Period End Date:	09.20.2003

Contract Location:
LINOMA BEACH TO N-31	Estimate Type:	PROG
Contractor:
PAVERS COMPANIES	Date Let:	04.17.2003
12303 HWY 6	Date Awarded:	04.24.2003
	Date Contract Executed:	05.12.2003
	Date Notice to Proceed:	05.12.2003
WAVERLY NE 68462	Date Work Began:
Phone:	Date Physical Work Completed:
(402)786-5900	Date Accepted:
Escrow Agent:
Surety Co:
NORTH AMERICAN SPECIALTY INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
22098 000		0.000			RD-6-7(1047)		GR SEED GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$744,178.40	$682,611.53	$61,566.87
$844,000.00	Stockpiled Materials	$.00	$89,671.45	$-89,671.45
Original Contract Amt	Gross Earnings	$744,178.40	$772,282.98	$-28,104.58
$844,000.00	Retainage	$-7,441.78	$-6,826.12	$-615.66
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
88.17%	Net Earnings	$736,736.62	$765,456.86	-$28,720.24
	Liquidated Damages	-$25,320.00	-$18,568.00	-$6,752.00
	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	$4.23	$4.23	$.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	-$25,315.77	-$18,563.77	-$6,752.00
	Payment	$711,420.85	$746,893.09	-$35,472.24
Project Manager			Div. Head/Dist. Eng.
Wilson, Bill	09.23.2003		Lech, Marvin (Marv)	09.23.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.23.2003
Controller Div. Processed
Burling, Laurie	09.23.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Initial Payment	75,334.05	1586
		Aggregates for SPS
0045	9005.45	ASPHALTIC CONCRETE, TYPE SP4(0.5)
		S.P. Initial Payment	89,671.45	1586
		Aggregates for SP4
0067	0002.55	OVERLAY BROKEN LINES
		S.P. Initial Payment	377.13	228012 RI
		Broken Line Materials
0068	0002.60	OVERLAY SOLID LINES
		S.P. Initial Payment	3,538.35	228012 RI
		Solid Line Materials
		Total for estimate 0001:	168,920.98
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0067	0002.55	OVERLAY BROKEN LINES
		S.P. Adjustment	-129.20	228012 RI
		Broken Line Materials
0068	0002.60	OVERLAY SOLID LINES
		S.P. Adjustment	-1,212.20	228012 RI
		Solid Line Materials
		Total for estimate 0002:	-1,341.40
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Adjustment	-26,538.40	1586
		Aggregates for SPS
0045	9005.45	ASPHALTIC CONCRETE, TYPE SP4(0.5)
		S.P. Adjustment	-43,684.14	1586
		Aggregates for SP4
0067	0002.55	OVERLAY BROKEN LINES
		S.P. Adjustment	-129.20	228012 RI
		Broken Line Materials
0068	0002.60	OVERLAY SOLID LINES
		S.P. Adjustment	-1,212.20	228012 RI
		Solid Line Materials
		Total for estimate 0004:	-71,563.94
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Adjustment	-48,795.65	1586
		Aggregates for SPS
0045	9005.45	ASPHALTIC CONCRETE, TYPE SP4(0.5)
		S.P. Adjustment	-42,579.88	1586
		Aggregates for SP4
0067	0002.55	OVERLAY BROKEN LINES
		S.P. Adjustment	-118.73	228012 RI
		Broken Line Materials
0068	0002.60	OVERLAY SOLID LINES
		S.P. Adjustment	-1,113.95	228012 RI
		Solid Line Materials
		Total for estimate 0005:	-92,608.21
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	9005.45	ASPHALTIC CONCRETE, TYPE SP4(0.5)
		S.P. Adjustment	86,264.02	1586
		Aggregates for SP4
		Total for estimate 0006:	86,264.02
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	9005.45	ASPHALTIC CONCRETE, TYPE SP4(0.5)
		S.P. Closure	-89,671.45	1586
		Aggregates for SP4
		Total for estimate 0007:	-89,671.45
		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	3,900.00	1.000	3,900.00
MOBILIZATION	LS	1.000	3,900.00
		1.000	3,900.00
		0.000	0.00
0002                          1000.00	275.00	55.000	15,125.00
LARGE TREE REMOVAL	EACH	55.000	15,125.00
		72.000	19,800.00
		0.000	0.00
0003                          1009.00	11,000.00	1.000	11,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	11,000.00
		1.000	11,000.00
		0.000	0.00
0004                          1011.00	19.00	85.000	1,615.00
WATER	MGAL	85.000	1,615.00
		0.000	0.00
		0.000	0.00
0005                          1030.00	7.10	5,636.000	40,015.60
EARTHWORK MEASURED IN EMBANKMENT	CY	5,636.000	40,015.60
		5,636.000	40,015.60
		0.000	0.00
0006                          1101.00	3.90	1,188.000	4,633.20
REMOVE PAVEMENT	SY	1,188.000	4,633.20
		984.500	3,839.55
		0.000	0.00
0007                          1701.30	30.00	40.000	1,200.00
30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	40.000	1,200.00
		40.000	1,200.00
		0.000	0.00
0008                          4040.00	150.00	2.000	300.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	300.00
		2.000	300.00
		0.000	0.00
0009                          4050.01	20.00	6.000	120.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	6.000	120.00
		6.000	120.00
		0.000	0.00
0010                          4107.07	925.00	1.060	980.50
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	1.060	980.50
		1.060	980.50
		0.000	0.00
0011                          4157.00	1.00	86.000	86.00
REINFORCING STEEL FOR COLLARS	LB	86.000	86.00
		86.000	86.00
		0.000	0.00
0012                          4310.24	410.00	2.000	820.00
24" FLARED-END SECTION	EACH	2.000	820.00
		2.000	820.00
		0.000	0.00
0013                          4310.30	305.00	4.000	1,220.00
30" FLARED-END SECTION	EACH	4.000	1,220.00
		4.000	1,220.00
		0.000	0.00
0014                          6040.00	400.00	1.000	400.00
REMOVE STRUCTURE	EACH	1.000	400.00
AT STA. 1230+69 RT.		1.000	400.00
		0.000	0.00
0015                          7017.00	1.00	1,473.000	1,473.00
REMOVE GUARDRAIL	LF	1,473.000	1,473.00
		1,473.000	1,473.00
		0.000	0.00
0016                          L020.00	1.55	1,122.000	1,739.10
EROSION CONTROL	SY	1,122.000	1,739.10
		1,122.000	1,739.10
		1,122.000	1,739.10
0017                          P120.24	71.00	5.000	355.00
24" CULVERT PIPE, TYPE 2	LF	5.000	355.00
		5.000	355.00
		0.000	0.00
GROUP 1 GRADING		Contracted	84,982.40
		Current	84,982.40
		In place	87,248.75
		This Estimate	1,739.10
GROUP 5 SEEDING
0018                          0030.50	100.00	1.000	100.00
MOBILIZATION	LS	1.000	100.00
		1.000	100.00
		1.000	100.00
0019                          L001.01	750.00	2.000	1,500.00
SEEDING, TYPE A	ACRE	2.000	1,500.00
		2.000	1,500.00
		2.000	1,500.00
0020                          L001.02	605.00	6.000	3,630.00
SEEDING, TYPE B	ACRE	6.000	3,630.00
		6.000	3,630.00
		6.000	3,630.00
0021                          L001.03	1,265.00	1.000	1,265.00
SEEDING, TYPE C	ACRE	1.000	1,265.00
		1.000	1,265.00
		1.000	1,265.00
0022                          L032.75	70.00	18.000	1,260.00
MULCH	TON	18.000	1,260.00
		16.130	1,129.10
		16.130	1,129.10
0023                          L032.80	410.00	1.200	492.00
HYDROMULCH	TON	1.200	492.00
		1.200	492.00
		1.200	492.00
GROUP 5 SEEDING		Contracted	8,247.00
		Current	8,247.00
		In place	8,116.10
		This Estimate	8,116.10
GROUP 7 GUARDRAIL
0024                          0030.70	450.00	1.000	450.00
MOBILIZATION	LS	1.000	450.00
		1.000	450.00
		0.000	0.00
0025                          7011.20	11.75	1,087.500	12,778.13
W-BEAM GUARDRAIL	LF	1,087.500	12,778.13
		1,087.500	12,778.13
		674.700	7,927.73
0026                          7020.00	1,650.00	8.000	13,200.00
BRIDGE APPROACH SECTIONS	EACH	8.000	13,200.00
		8.000	13,200.00
		2.000	3,300.00
0027                          7022.00	400.00	1.000	400.00
END ANCHORAGE ASSEMBLY	EACH	1.000	400.00
		1.000	400.00
		1.000	400.00
0028                          7024.25	1,800.00	2.000	3,600.00
GUARDRAIL END TREATMENT, TYPE I	EACH	2.000	3,600.00
		2.000	3,600.00
		0.000	0.00
0029                          7024.27	1,475.00	7.000	10,325.00
GUARDRAIL END TREATMENT, TYPE II	EACH	7.000	10,325.00
		7.000	10,325.00
		3.000	4,425.00
GROUP 7 GUARDRAIL		Contracted	40,753.13
		Current	40,753.13
		In place	40,753.13
		This Estimate	16,052.73
GROUP 9 BITUMINOUS
0030                          0030.90	10,500.00	1.000	10,500.00
MOBILIZATION	LS	1.000	10,500.00
		1.000	10,500.00
		0.000	0.00
0031                          2010.03	16.00	96.000	1,536.00
CRUSHED ROCK SURFACE COURSE	TON	96.000	1,536.00
		46.480	743.68
		0.000	0.00
0032                          2021.00	45.00	6.000	270.00
MAILBOX POST	EACH	6.000	270.00
		6.000	270.00
		6.000	270.00
0033                          3040.11	116.00	4.700	545.20
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	SY	4.700	545.20
		7.200	835.20
		0.000	0.00
0034                          3040.12	113.00	98.600	11,141.80
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	SY	98.600	11,141.80
		56.500	6,384.50
		0.000	0.00
0035                          3040.13	111.00	46.600	5,172.60
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	SY	46.600	5,172.60
		204.930	22,747.23
		0.000	0.00
0036                          3221.15	113.00	214.400	24,227.20
CONCRETE PAVEMENT, CLASS PR-3500	SY	214.400	24,227.20
JOINT REPAIR		324.000	36,612.00
		0.000	0.00
0037                          4004.50	1.05	476.000	499.80
CAST IRON GRATE AND FRAME	LB	476.000	499.80
		476.000	499.80
		0.000	0.00
0038                          4105.59	575.00	2.020	1,161.50
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	2.020	1,161.50
		2.500	1,437.50
		0.000	0.00
0039                          4155.50	1.00	154.000	154.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	154.000	154.00
		154.000	154.00
		0.000	0.00
0040                          7490.03	0.37	14,000.000	5,180.00
4" YELLOW THERMOPLASTIC	LF	14,000.000	5,180.00
		10,500.000	3,885.00
		10,500.000	3,885.00
0041                          7490.04	0.37	37,000.000	13,690.00
4" WHITE THERMOPLASTIC	LF	37,000.000	13,690.00
		27,750.000	10,267.50
		27,750.000	10,267.50
0042                          8003.20	32.00	365.760	11,704.32
RESHAPING EXISTING SHOULDER BASE	STA	365.760	11,704.32
		365.760	11,704.32
		0.000	0.00
0043                          9005.00	53.00	100.000	5,300.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	100.000	5,300.00
SP4(0.5)		0.000	0.00
		0.000	0.00
0044                          9005.23	13.65	8,190.000	111,793.50
ASPHALTIC CONCRETE, TYPE SPS	TON	8,190.000	111,793.50
		7,559.130	103,182.12
		207.230	2,828.69
0045                          9005.45	17.00	10,610.000	180,370.00
ASPHALTIC CONCRETE, TYPE SP4(0.5)	TON	0.000	0.00
		0.000	0.00
		0.000	0.00
0046                          9009.00	2.65	1,742.000	4,616.30
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	1,742.000	4,616.30
		1,631.330	4,323.03
		0.000	0.00
0047                          9021.03	168.00	442.260	74,299.68
PERFORMANCE GRADED BINDER (58-28)	TON	442.260	74,299.68
		209.120	35,132.16
		-253.287	-42,552.22
0048                          9021.08	231.00	578.340	133,596.54
PERFORMANCE GRADED BINDER (64-28)	TON	578.340	133,596.54
		462.407	106,816.02
		258.177	59,638.89
0049                          9030.00	5.25	1,675.000	8,793.75
CONSTRUCTING ASPHALTIC CONCRETE CURB	LF	1,675.000	8,793.75
		1,675.000	8,793.75
		0.000	0.00
0050                          9034.00	1.60	1,113.000	1,780.80
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	1,113.000	1,780.80
		1,012.010	1,619.22
		0.000	0.00
0051                          9053.00	0.84	12,020.000	10,096.80
TACK COAT	GAL	12,020.000	10,096.80
		13,230.000	11,113.20
		0.000	0.00
0052                          9110.01	63.00	20.000	1,260.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,260.00
		0.000	0.00
		0.000	0.00
0053                          9110.02	63.00	20.000	1,260.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,260.00
		0.000	0.00
		0.000	0.00
0054                          9110.03	47.00	20.000	940.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	940.00
		0.000	0.00
		0.000	0.00
0055                          9110.07	42.00	20.000	840.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	840.00
		0.000	0.00
		0.000	0.00
0056                          9111.00	7.00	275.000	1,925.00
WATER	MGAL	275.000	1,925.00
		0.000	0.00
		0.000	0.00
0057                          9170.00	71.40	365.760	26,115.26
EARTH SHOULDER CONSTRUCTION	STA	365.760	26,115.26
		365.760	26,115.26
		0.000	0.00
0058                          9179.23	65.00	182.880	11,887.20
COLD MILLING, CLASS 3	STA	182.880	11,887.20
		182.880	11,887.20
		0.000	0.00
0059                          9188.50	21.00	757.000	15,897.00
SURFACING UNDER GUARDRAIL	SY	757.000	15,897.00
		500.900	10,518.90
		0.000	0.00
0060                          9300.52	3,200.00	1.000	3,200.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	3,200.00
		0.000	0.00
		0.000	0.00
0061                          P402.15	45.00	11.000	495.00
15" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	11.000	495.00
		11.000	495.00
		0.000	0.00
4001                          9005.45	17.00	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(0.5)	TON	10,610.000	180,370.00
Superpave Asphalt- new design		8,824.630	150,018.71
		40.690	691.73
GROUP 9 BITUMINOUS		Contracted	680,249.25
		Current	680,249.25
		In place	576,055.30
		This Estimate	35,029.59
GROUP 10 GENERAL ITEMS
0062                          0001.08	0.50	5,425.000	2,712.50
BARRICADE, TYPE II	BDAY	5,425.000	2,712.50
		616.000	308.00
		39.000	19.50
0063                          0001.10	3.20	552.000	1,766.40
BARRICADE, TYPE III	BDAY	552.000	1,766.40
		483.000	1,545.60
		25.000	80.00
0064                          0001.75	2.05	120.000	246.00
TEMPORARY SIGN DAY	EACH	120.000	246.00
		0.000	0.00
		0.000	0.00
0065                          0001.90	0.35	1,712.000	599.20
SIGN DAY	EACH	1,712.000	599.20
		2,704.000	946.40
		171.000	59.85
0066                          0001.99	1.00	184.000	184.00
CONTRACTOR FURNISHED SIGN DAY	EACH	184.000	184.00
		0.000	0.00
		0.000	0.00
0067                          0002.55	8.50	554.600	4,714.10
OVERLAY BROKEN LINES	STA	554.600	4,714.10
		554.600	4,714.10
		0.000	0.00
0068                          0002.60	8.50	1,109.200	9,428.20
OVERLAY SOLID LINES	STA	1,109.200	9,428.20
		1,109.200	9,428.20
		0.000	0.00
0069                          0003.10	130.00	36.000	4,680.00
FLAGGING	DAY	36.000	4,680.00
		62.000	8,060.00
		2.000	260.00
0070                          0003.20	210.00	10.000	2,100.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	10.000	2,100.00
		26.500	5,565.00
		1.000	210.00
0071                          0010.04	1,900.00	1.000	1,900.00
FIELD OFFICE	EACH	1.000	1,900.00
		0.000	0.00
		0.000	0.00
0072                          0030.00	1,437.82	1.000	1,437.82
MOBILIZATION	LS	1.000	1,437.82
		1.000	1,437.82
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	29,768.22
		Current	29,768.22
		In place	32,005.12
		This Estimate	629.35
Totals for contract		Contracted	844,000.00
		Current	844,000.00
		In place	744,178.40
		This Estimate	61,566.87