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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2310 NEGUS-SONS, INC.
Contract ID:	3840
Estimate Number:	0044
Pay Period End Date:	12.20.2002

Contract Location:
HOSKINS EAST	Estimate Type:	PROG
Contractor:
NEGUS-SONS, INC.	Date Let:	06.29.2000
6100 NORTH 16TH ST	Date Awarded:	07.06.2000
PO BOX 12459	Date Contract Executed:	07.13.2000
	Date Notice to Proceed:	07.13.2000
OMAHA NE 68112	Date Work Began:	08.21.2000
Phone:	Date Physical Work Completed:
(402)455-9217	Date Accepted:
Escrow Agent:
Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA

Counties
WAYNE

Project Number		PCT			Fed State Project Number		Description
30840 000		0.000			S-35-4(1011)		GR AGG CULV BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,241,253.53	$4,212,061.84	$29,191.69
$4,296,867.73	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$4,241,253.53	$4,212,061.84	$29,191.69
$4,095,453.32	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
98.71%	Net Earnings	$4,216,253.53	$4,187,061.84	$29,191.69
	Liquidated Damages	-$11,560.00	-$10,115.00	-$1,445.00
	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	$-1,006.10	$-1,006.10	$.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	-$12,566.10	-$11,121.10	-$1,445.00
	Payment	$4,203,687.43	$4,175,940.74	$27,746.69
Project Manager			Div. Head/Dist. Eng.
Mueting, Curt	12.27.2002		Boyle, Pat	01.03.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.03.2003
Controller Div. Processed
Burling, Laurie	01.03.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0097	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Initial Payment	25,389.60	1191
		Sand
0098	9005.35	ASPHALTIC CONCRETE, TYPE SP3(0.5)
		S.P. Initial Payment	52,150.00	1191
		Sand
		Total for estimate 0022:	77,539.60
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0097	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Initial Payment	27,450.00	12-28-01
		Gravel and Stone
0098	9005.35	ASPHALTIC CONCRETE, TYPE SP3(0.5)
		S.P. Initial Payment	27,450.00	12-28-01
		Gravel and Stone
		Total for estimate 0029:	54,900.00
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0098	9005.35	ASPHALTIC CONCRETE, TYPE SP3(0.5)
		S.P. Adjustment	-20,152.30	1191
		Sand
		S.P. Adjustment	-1,879.98	12-28-01
		Gravel and Stone
		Total for estimate 0035:	-22,032.28
Est Nbr:	0036
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0098	9005.35	ASPHALTIC CONCRETE, TYPE SP3(0.5)
		S.P. Closure	-31,997.70	1191
		Sand
		S.P. Closure	-25,570.02	12-28-01
		Gravel and Stone
		Total for estimate 0036:	-57,567.72
Est Nbr:	0037
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0097	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Closure	-25,389.60	1191
		Sand
		S.P. Closure	-27,450.00	12-28-01
		Gravel and Stone
		Total for estimate 0037:	-52,839.60
		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	55.00	120.000	6,600.00
COVER CROP SEEDING	ACRE	120.000	6,600.00
		120.000	6,600.00
		0.000	0.00
0002                          L020.00	1.20	60.000	72.00
EROSION CONTROL	SY	1,427.111	1,712.53
		1,427.111	1,712.53
		0.000	0.00
0003                          L020.01	4.70	28,082.000	131,985.40
EROSION CONTROL, TYPE A	SY	33,615.000	157,990.50
		33,615.000	157,990.50
		0.000	0.00
0004                          L020.08	4.70	3,381.000	15,890.70
EROSION CONTROL, TYPE AA	SY	3,381.000	15,890.70
		3,506.000	16,478.20
		0.000	0.00
0005                          L020.09	9.00	2,512.000	22,608.00
EROSION CONTROL, TYPE AAA	SY	2,512.000	22,608.00
		2,870.000	25,830.00
		0.000	0.00
0006                          L020.10	1.40	7,701.000	10,781.40
EROSION CONTROL, TYPE HV	SY	7,701.000	10,781.40
		11,648.000	16,307.20
		0.000	0.00
0007                          L020.11	10.00	1,171.000	11,710.00
EROSION CONTROL, TYPE AAAA	SY	1,171.000	11,710.00
		449.000	4,490.00
		0.000	0.00
0008                          L021.01	16.00	2,280.000	36,480.00
EROSION CHECKS, TYPE A	BALE	2,280.000	36,480.00
		2,746.000	43,936.00
		0.000	0.00
0009                          L021.06	14.00	522.000	7,308.00
EROSION CHECKS, TYPE HV	BALE	522.000	7,308.00
		652.000	9,128.00
		0.000	0.00
0010                          L021.15	17.00	492.000	8,364.00
EROSION CHECKS, TYPE ST-HV	BALE	492.000	8,364.00
		497.000	8,449.00
		0.000	0.00
0011                          L021.21	16.00	348.000	5,568.00
EROSION CHECKS, TYPE AA	BALE	348.000	5,568.00
		362.000	5,792.00
		0.000	0.00
0012                          L022.11	1.90	18,836.000	35,788.40
FABRIC SILT FENCE-LOW POROSITY	LF	18,836.000	35,788.40
		29,426.000	55,909.40
		0.000	0.00
0013                          L022.12	3.10	30.000	93.00
FABRIC SILT FENCE-HIGH POROSITY	LF	30.000	93.00
		27.000	83.70
		0.000	0.00
0014                          L022.25	4.50	600.000	2,700.00
FABRIC SILT FENCE, TYPE COIR FIBER	LF	600.000	2,700.00
		600.000	2,700.00
		0.000	0.00
0015                          0030.10	64,000.00	1.000	64,000.00
MOBILIZATION	LS	1.000	64,000.00
		1.000	64,000.00
		0.000	0.00
0016                          1009.00	18,000.00	1.000	18,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	18,000.00
		1.000	18,000.00
		0.000	0.00
0017                          1010.00	0.70	1,026,223.000	718,356.10
EXCAVATION	CY	1,026,223.000	718,356.10
		1,028,821.517	720,175.06
		0.000	0.00
0018                          1011.00	6.72	3,675.000	24,696.00
WATER	MGAL	3,675.000	24,696.00
		436.153	2,930.95
		0.000	0.00
0019                          1012.00	51.00	115.000	5,865.00
RIGHT-OF-WAY MARKERS	EACH	115.000	5,865.00
		179.000	9,129.00
		0.000	0.00
0020                          1042.00	0.33	11,500.000	3,795.00
SALVAGING AND PLACING HYDRIC SOIL	SY	11,500.000	3,795.00
		10,648.010	3,513.84
		0.000	0.00
0021                          1043.50	2.49	28.000	69.72
RIPRAP FILTER FABRIC	SY	28.000	69.72
		28.000	69.72
		0.000	0.00
0022                          1090.00	500.00	1.000	500.00
ABANDON WELLS	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
0023                          1125.00	384.00	1.000	384.00
CLEAR TRACT	EACH	1.000	384.00
STA. 312+70 TO STA. 313+50 RT.		1.000	384.00
		0.000	0.00
0024                          1701.24	15.00	1,610.000	24,150.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	1,288.000	19,320.00
		1,388.000	20,820.00
		298.000	4,470.00
0025                          1701.36	28.00	118.000	3,304.00
36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	54.000	1,512.00
		54.000	1,512.00
		0.000	0.00
0026                          6105.01	31.00	11.000	341.00
ROCK RIPRAP, TYPE A	TON	11.000	341.00
		11.200	347.20
		0.000	0.00
0027                          7017.00	1.50	3,014.000	4,521.00
REMOVE GUARDRAIL	LF	3,014.000	4,521.00
		2,913.500	4,370.25
		0.000	0.00
0028                          7103.00	25.00	2.000	50.00
END POSTS	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0029                          7105.00	20.00	2.000	40.00
CORNER POSTS	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0030                          7130.00	2.00	927.000	1,854.00
BARBED WIRE FENCE	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0031                          9110.09	96.00	10.000	960.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	10.000	960.00
		10.000	960.00
		0.000	0.00
0132                          7103.00	22.50	0.000	0.00
END POSTS	EACH	2.000	45.00
		2.000	45.00
		0.000	0.00
0133                          7105.00	18.00	0.000	0.00
CORNER POSTS	EACH	2.000	36.00
		2.000	36.00
		0.000	0.00
0134                          7130.00	1.90	0.000	0.00
BARBED WIRE FENCE	LF	927.000	1,761.30
		927.000	1,761.30
		0.000	0.00
0136                          1305.36	34.50	0.000	0.00
36" ROUND EQUIVALENT DRIVEWAY CULVERT PIPE	LF	46.000	1,587.00
		46.000	1,587.00
		0.000	0.00
0139                          8060.08	611.60	0.000	0.00
N-DRAIN	EACH	40.000	24,464.00
N-Drain		33.000	20,182.80
		0.000	0.00
0140                          1010.00	1.40	0.000	0.00
EXCAVATION	CY	7,000.000	9,800.00
		5,792.450	8,109.43
		0.000	0.00
135                           1305.24	19.75	0.000	0.00
24" ROUND EQUIVALENT DRIVEWAY CULVERT PIPE	LF	418.000	8,255.50
		418.000	8,255.50
		42.000	829.50
GROUP 1 GRADING		Contracted	1,166,834.72
		Current	1,231,863.15
		In place	1,242,095.58
		This Estimate	5,299.50
GROUP 2 AGGREGATES
0032                          0030.20	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0033                          2001.00	11.75	1,107.000	13,007.25
GRAVEL SURFACE COURSE	CY	2,588.180	30,411.12
		2,588.180	30,411.11
		-388.520	-4,565.11
0034                          2002.01	11.75	3,350.000	39,362.50
FURNISH GRAVEL	CY	488.740	5,742.69
		488.740	5,742.70
		0.000	0.00
0035                          2009.10	50.00	24.350	1,217.50
GRAVEL EMBEDMENT	STA	24.350	1,217.50
		19.000	950.00
		0.000	0.00
GROUP 2 AGGREGATES		Contracted	56,587.25
		Current	40,371.31
		In place	40,103.81
		This Estimate	-4,565.11
GROUP 4 CULVERTS
0036                          P120.24	21.00	126.000	2,646.00
24" CULVERT PIPE, TYPE 2	LF	126.000	2,646.00
		126.000	2,646.00
		0.000	0.00
0037                          P120.42	65.45	99.000	6,479.55
42" CULVERT PIPE, TYPE 2	LF	99.000	6,479.55
		98.000	6,414.10
		0.000	0.00
0038                          P120.60	105.25	90.000	9,472.50
60" CULVERT PIPE, TYPE 2	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0039                          P128.24	32.56	64.000	2,083.84
24" CULVERT PIPE, TYPE 2 CLASS IV	LF	64.000	2,083.84
		64.000	2,083.84
		0.000	0.00
0040                          P128.42	63.45	64.000	4,060.80
42" CULVERT PIPE, TYPE 2 CLASS IV	LF	64.000	4,060.80
		64.000	4,060.80
		0.000	0.00
0041                          P128.60	112.00	73.000	8,176.00
60" CULVERT PIPE, TYPE 2 CLASS IV	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0042                          P200.42	68.00	98.000	6,664.00
42" CULVERT PIPE, TYPE 2 OR 5	LF	98.000	6,664.00
		98.000	6,664.00
		0.000	0.00
0043                          P200.48	75.00	201.000	15,075.00
48" CULVERT PIPE, TYPE 2 OR 5	LF	201.000	15,075.00
		201.000	15,075.00
		0.000	0.00
0044                          P200.54	92.00	754.000	69,368.00
54" CULVERT PIPE, TYPE 2 OR 5	LF	754.000	69,368.00
		752.000	69,184.00
		0.000	0.00
0045                          P200.72	135.00	113.000	15,255.00
72" CULVERT PIPE, TYPE 2 OR 5	LF	113.000	15,255.00
		123.000	16,605.00
		0.000	0.00
0046                          P300.24	16.00	61.000	976.00
24" CULVERT PIPE, TYPE 3,4 OR 5	LF	61.000	976.00
		65.000	1,040.00
		0.000	0.00
0047                          P300.30	21.00	131.000	2,751.00
30" CULVERT PIPE, TYPE 3,4 OR 5	LF	131.000	2,751.00
		125.000	2,625.00
		0.000	0.00
0048                          P300.36	26.36	65.000	1,713.40
36" CULVERT PIPE, TYPE 3,4 OR 5	LF	65.000	1,713.40
		70.000	1,845.20
		0.000	0.00
0049                          P300.72	75.25	105.000	7,901.25
72" CULVERT PIPE, TYPE 3,4 OR 5	LF	105.000	7,901.25
		106.000	7,976.50
		0.000	0.00
0050                          P400.24	26.00	301.000	7,826.00
24" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	301.000	7,826.00
		446.000	11,596.00
		0.000	0.00
0051                          P400.36	47.99	684.000	32,825.16
36" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	684.000	32,825.16
		548.000	26,298.52
		0.000	0.00
0052                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0053                          1043.50	2.26	965.000	2,180.90
RIPRAP FILTER FABRIC	SY	965.000	2,180.90
		882.000	1,993.32
		0.000	0.00
0054                          4045.00	3,850.00	1.000	3,850.00
REMOVE STRUCTURE	EACH	1.000	3,850.00
AT STA. 135+21		1.000	3,850.00
		0.000	0.00
0055                          4045.01	6,000.00	1.000	6,000.00
REMOVE STRUCTURE	EACH	1.000	6,000.00
AT STA. 169+90		1.000	6,000.00
		0.000	0.00
0056                          4045.02	4,850.00	1.000	4,850.00
REMOVE STRUCTURE	EACH	1.000	4,850.00
AT STA. 261+58		1.000	4,850.00
		0.000	0.00
0057                          4050.01	5.36	9,076.000	48,647.36
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	9,833.000	52,704.88
		9,854.066	52,817.79
		79.000	423.44
0058                          4051.01	11.77	2,476.000	29,142.52
EXCAVATION FOR BOX CULVERTS	CY	2,521.000	29,672.17
		2,614.718	30,775.23
		0.000	0.00
0059                          4101.06	248.69	536.090	133,320.22
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	562.440	139,873.20
		542.605	134,940.43
		0.000	0.00
0060                          4151.00	0.60	53,928.000	32,356.80
REINFORCING STEEL FOR BOX CULVERT	LB	55,448.000	33,268.80
		55,553.600	33,332.16
		0.000	0.00
0061                          4310.24	250.00	16.000	4,000.00
24" FLARED-END SECTION	EACH	16.000	4,000.00
		16.000	4,000.00
		0.000	0.00
0062                          4310.30	150.00	4.000	600.00
30" FLARED-END SECTION	EACH	4.000	600.00
		4.000	600.00
		0.000	0.00
0063                          4310.36	500.00	16.000	8,000.00
36" FLARED-END SECTION	EACH	16.000	8,000.00
		16.000	8,000.00
		0.000	0.00
0064                          4310.42	600.00	4.000	2,400.00
42" FLARED-END SECTION	EACH	4.000	2,400.00
		4.000	2,400.00
		0.000	0.00
0065                          4310.48	635.00	2.000	1,270.00
48" FLARED-END SECTION	EACH	2.000	1,270.00
		2.000	1,270.00
		0.000	0.00
0066                          4310.54	850.00	8.000	6,800.00
54" FLARED-END SECTION	EACH	8.000	6,800.00
		8.000	6,800.00
		0.000	0.00
0067                          4310.60	1,000.00	2.000	2,000.00
60" FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0068                          4310.72	2,000.00	4.000	8,000.00
72" FLARED-END SECTION	EACH	4.000	8,000.00
		4.000	8,000.00
		0.000	0.00
0069                          4670.05	56.00	89.000	4,984.00
CULVERT SANDFILL	CY	89.000	4,984.00
		85.100	4,765.60
		0.000	0.00
0070                          4880.24	135.00	64.000	8,640.00
JACKING 24" CULVERT PIPE, TYPE 2 CLASS IV	LF	64.000	8,640.00
		64.000	8,640.00
		0.000	0.00
0071                          4880.42	177.00	64.000	11,328.00
JACKING 42" CULVERT PIPE, TYPE 2 CLASS IV	LF	64.000	11,328.00
		64.000	11,328.00
		0.000	0.00
0072                          4880.60	400.00	73.000	29,200.00
JACKING 60" CULVERT PIPE, TYPE 2 CLASS IV	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0073                          6105.01	29.36	643.000	18,878.48
ROCK RIPRAP, TYPE A	TON	643.000	18,878.48
		566.530	16,633.32
		0.000	0.00
0123                          4051.12	24.87	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	100.000	2,487.00
		100.000	2,487.00
		-8.718	-216.82
0126                          P120.54	97.65	0.000	0.00
54" CULVERT PIPE, TYPE 2	LF	174.000	16,991.10
		170.000	16,600.50
		0.000	0.00
0127                          P128.54	98.70	0.000	0.00
54" CULVERT PIPE, TYPE 2 CLASS IV	LF	146.000	14,410.20
		162.000	15,989.40
		0.000	0.00
0128                          4880.54	362.00	0.000	0.00
JACKING 54" CULVERT PIPE, TYPE 2 CLASS IV	LF	146.000	52,852.00
		162.000	58,644.00
		0.000	0.00
0129                          4460.54	1,000.00	0.000	0.00
54" CONCRETE FLARED-END SECTION	EACH	4.000	4,000.00
		4.000	4,000.00
		0.000	0.00
0130                          4051.13	53.61	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF PIPE CULVERT ANDHEADWALL	CY	50.000	2,680.50
		0.000	0.00
		0.000	0.00
0137                          1135.58	1,050.00	0.000	0.00
REMOVE CONCRETE OBSTRUCTION	LS	1.000	1,050.00
		1.000	1,050.00
		0.000	0.00
0138                          4051.13	24.87	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF PIPE CULVERT ANDHEADWALL	CY	350.000	8,704.50
		63.066	1,568.45
		0.000	0.00
0144                          4976.05	523.62	0.000	0.00
ADDITIONAL WORK	LS	1.000	523.62
Sika 123 Concrete Grout		1.000	523.62
		1.000	523.62
0145                          4051.12	24.87	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	10.000	248.70
Granular Material		6.781	168.64
		6.781	168.64
GROUP 4 CULVERTS		Contracted	562,221.78
		Current	629,373.05
		In place	618,641.42
		This Estimate	898.88
GROUP 4A CULVERT AT STA. 189+85
0074                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0075                          4044.00	4,500.00	1.000	4,500.00
PREPARATION OF STRUCTURE	EACH	1.000	4,500.00
AT STA. 189+85		1.000	4,500.00
		0.000	0.00
0076                          4051.01	15.50	72.000	1,116.00
EXCAVATION FOR BOX CULVERTS	CY	72.000	1,116.00
		95.137	1,474.62
		0.000	0.00
0077                          4101.06	257.63	69.420	17,884.67
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	69.420	17,884.67
		69.570	17,923.32
		0.000	0.00
0078                          4151.00	0.63	6,983.000	4,399.29
REINFORCING STEEL FOR BOX CULVERT	LB	6,983.000	4,399.29
		6,991.000	4,404.33
		0.000	0.00
0124                          4051.12	25.76	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	25.000	644.00
		23.137	596.01
		0.000	0.00
GROUP 4A CULVERT AT STA. 189+85		Contracted	30,399.96
		Current	31,043.96
		In place	31,398.28
		This Estimate	0.00
GROUP 4B CULVERT AT STA. 371+95
0079                          P400.24	20.00	127.000	2,540.00
24" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	127.000	2,540.00
		127.000	2,540.00
		0.000	0.00
0080                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0081                          4050.01	6.00	252.000	1,512.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	252.000	1,512.00
		252.000	1,512.00
		0.000	0.00
0082                          4051.01	8.50	2,989.000	25,406.50
EXCAVATION FOR BOX CULVERTS	CY	2,989.000	25,406.50
		3,302.287	28,069.43
		0.000	0.00
0083                          4101.06	215.00	1,206.900	259,483.50
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	1,206.900	259,483.50
		1,206.900	259,483.52
		0.000	0.00
0084                          4151.00	0.58	100,968.000	58,561.44
REINFORCING STEEL FOR BOX CULVERT	LB	100,968.000	58,561.44
		100,968.007	58,561.45
		0.000	0.00
0085                          4310.24	75.00	2.000	150.00
24" FLARED-END SECTION	EACH	2.000	150.00
		2.000	150.00
		0.000	0.00
0086                          6040.00	20,000.00	1.000	20,000.00
REMOVE STRUCTURE	EACH	1.000	20,000.00
AT STA. 372+00.67		1.000	20,000.00
		0.000	0.00
0125                          4051.12	21.50	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	250.000	5,375.00
		250.000	5,375.00
		0.000	0.00
0131                          4051.12	21.50	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	64.000	1,376.00
		63.287	1,360.67
		0.000	0.00
GROUP 4B CULVERT AT STA. 371+95		Contracted	370,153.44
		Current	376,904.44
		In place	379,552.07
		This Estimate	0.00
GROUP 9 BITUMINOUS
0087                          0002.40	9.00	60.000	540.00
TEMPORARY SOLID LINES	STA	60.000	540.00
		71.620	644.58
		0.000	0.00
0088                          0002.45	6.25	666.000	4,162.50
TEMPORARY BROKEN LINES	STA	666.000	4,162.50
		651.960	4,074.75
		0.000	0.00
0089                          0030.90	7,500.00	1.000	7,500.00
MOBILIZATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0090                          1020.03	12.00	23.000	276.00
DELINEATOR, TYPE III	EACH	23.000	276.00
		24.000	288.00
		0.000	0.00
0091                          2021.00	45.00	11.000	495.00
MAILBOX POST	EACH	11.000	495.00
		11.000	495.00
		0.000	0.00
0092                          8029.84	1.18	80,747.000	95,281.46
BITUMINOUS FOUNDATION COURSE 4"	SY	80,747.000	95,281.46
		80,747.000	95,281.46
		0.000	0.00
0093                          8060.05	35.00	171.000	5,985.00
GRANULAR SUBDRAIN	EACH	171.000	5,985.00
		171.000	5,985.00
		0.000	0.00
0094                          8111.00	104.00	605.600	62,982.40
SHOULDER SUBGRADE PREPARATION	STA	605.600	62,982.40
		605.600	62,982.40
		0.000	0.00
0095                          9000.75	11.00	500.000	5,500.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	TON	500.000	5,500.00
SPS		6.060	66.66
		0.000	0.00
0096                          9005.00	55.00	300.000	16,500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	300.000	16,500.00
SP3(0.5)		15.000	825.00
		0.000	0.00
0097                          9005.23	14.73	19,160.000	282,226.80
ASPHALTIC CONCRETE, TYPE SPS	TON	19,870.000	292,685.10
		19,951.120	293,880.00
		0.000	0.00
0098                          9005.35	23.08	28,460.000	656,856.80
ASPHALTIC CONCRETE, TYPE SP3(0.5)	TON	28,460.000	656,856.80
		29,701.320	685,506.46
		0.000	0.00
0099                          9009.00	0.95	2,732.000	2,595.40
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	4,901.000	4,655.95
		4,901.000	4,655.96
		96.000	91.20
0100                          9020.92	190.00	27.000	5,130.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	TON	27.000	5,130.00
		0.354	67.26
		0.000	0.00
0101                          9021.03	190.00	2,587.680	491,659.20
PERFORMANCE GRADED BINDER (58-28)	TON	2,626.020	498,943.80
		2,308.616	438,637.04
		-0.663	-125.97
0102                          9034.00	0.90	2,732.000	2,458.80
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	4,901.020	4,410.92
		4,901.000	4,410.90
		0.000	0.00
0103                          9053.00	0.90	15,390.000	13,851.00
TACK COAT	GAL	15,390.000	13,851.00
		10,860.000	9,774.00
		0.000	0.00
0104                          9111.00	4.00	318.000	1,272.00
WATER	MGAL	318.000	1,272.00
		0.000	0.00
		0.000	0.00
0105                          9170.00	50.00	59.280	2,964.00
EARTH SHOULDER CONSTRUCTION	STA	59.280	2,964.00
		48.360	2,418.00
		0.000	0.00
0106                          9173.00	208.00	302.800	62,982.40
SUBGRADE PREPARATION	STA	302.800	62,982.40
		322.170	67,011.36
		0.000	0.00
0107                          9179.21	150.00	13.960	2,094.00
COLD MILLING, CLASS 1	STA	13.960	2,094.00
		12.210	1,831.50
		0.000	0.00
0108                          9179.23	150.00	16.200	2,430.00
COLD MILLING, CLASS 3	STA	16.200	2,430.00
		24.180	3,627.00
		0.000	0.00
0109                          9179.24	300.00	302.800	90,840.00
COLD MILLING, CLASS 4	STA	302.800	90,840.00
		309.028	92,708.40
		0.000	0.00
0110                          9300.50	1,500.00	1.000	1,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0154                          9300.56	0.635	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	TON	29,701.320	18,860.34
Superpave Quality Incentive Pay Factor 102.75%		29,701.320	18,860.34
		29,701.320	18,860.34
0155                          9300.77	3.971	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	TON	485.880	1,929.43
Smoothness Incentive Pay Factor 102.09		485.880	1,929.43
		485.880	1,929.43
0156                          9300.60	0.482	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	TON	8,676.500	4,182.07
Smoothness Incentive Pay Factor 102.09%		8,676.500	4,182.07
		8,676.500	4,182.07
GROUP 9 BITUMINOUS		Contracted	1,818,082.76
		Current	1,864,810.17
		In place	1,809,142.57
		This Estimate	24,937.07
GROUP 10 GENERAL ITEMS
0111                          0001.08	0.50	1,750.000	875.00
BARRICADE, TYPE II	BDAY	1,750.000	875.00
		4,443.000	2,221.50
		0.000	0.00
0112                          0001.10	2.00	8,394.000	16,788.00
BARRICADE, TYPE III	BDAY	20,213.000	40,426.00
		20,213.000	40,426.00
		0.000	0.00
0113                          0001.30	2.25	3,136.000	7,056.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	3,136.000	7,056.00
		970.000	2,182.50
		0.000	0.00
0114                          0001.90	0.20	24,772.000	4,954.40
SIGN DAY	EACH	24,772.000	4,954.40
		25,511.000	5,102.20
		0.000	0.00
0115                          0003.10	100.00	70.000	7,000.00
FLAGGING	DAY	70.000	7,000.00
		12.000	1,200.00
		0.000	0.00
0116                          0003.20	300.00	12.000	3,600.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	12.000	3,600.00
		0.000	0.00
		0.000	0.00
0117                          0010.04	3,000.00	1.000	3,000.00
FIELD OFFICE	EACH	1.000	3,000.00
		0.000	0.00
		0.000	0.00
0118                          0030.10	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00
0119                          9110.01	70.00	230.000	16,100.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	428.000	29,960.00
		428.000	29,960.00
		0.000	0.00
0120                          9110.02	85.00	30.000	2,550.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	30.000	2,550.00
		190.500	16,192.50
		20.500	1,742.50
0121                          9110.03	55.00	230.000	12,650.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	14.000	770.00
		14.000	770.00
		0.000	0.00
0122                          9110.07	70.00	230.000	16,100.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	289.000	20,230.00
		289.000	20,230.00
		0.000	0.00
141                           7320.00	26.25	0.000	0.00
INSTALL SIGN	EACH	25.000	656.25
Install Signs & Posts		30.000	787.50
		5.000	131.25
142                           A580.95	8.40	0.000	0.00
INSTALL	EACH	85.000	714.00
Install Culvert Markers		89.000	747.60
		89.000	747.60
143                           A580.95	8.40	0.000	0.00
INSTALL	EACH	25.000	210.00
Install Delineator Post		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	91,173.40
		Current	122,501.65
		In place	120,319.80
		This Estimate	2,621.35
Totals for contract		Contracted	4,095,453.32
		Current	4,296,867.74
		In place	4,241,253.53
		This Estimate	29,191.69