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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0574 CONSTRUCTORS, INC.
Contract ID:	1934X
Estimate Number:	0023
Pay Period End Date:	05.30.2002

Contract Location:
LINCOLN - PLATTE RIVER SCALES	Estimate Type:	PROG
Contractor:
CONSTRUCTORS, INC.	Date Let:	06.24.1999
1815 Y STREET	Date Awarded:	07.13.1999
PO BOX 80268	Date Contract Executed:	07.20.1999
	Date Notice to Proceed:	07.26.1999
LINCOLN NE 68501	Date Work Began:	07.26.1999
Phone:	Date Physical Work Completed:
(402)434-1764	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
CASS
LANCASTER

Project Number		PCT			Fed State Project Number		Description
11934 000B		0.000			EACIM-80-9(704)		GR CP CULV SEED GDRL FENCE BUILDING ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$7,473,691.28	$7,469,815.69	$3,875.59
$7,465,052.84	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$7,473,691.28	$7,469,815.69	$3,875.59
$7,203,200.00	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.12%	Net Earnings	$7,448,691.28	$7,444,815.69	$3,875.59
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.01	$.01	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$.00	$.00	$.00
	Bituminous Adj	$.00	$.00	$.00
	Autopay Adj	$.00	$.00	$.00
	Gasoline Adj	$.00	$.00	$.00
	Other Adj	$.00	$.00	$.00
	Price Adj	$.94	$.94	$.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	$.95	$.95	$.00
	Payment	$7,448,692.23	$7,444,816.64	$3,875.59
Project Manager			Div. Head/Dist. Eng.
Sidiqi, Abdul	05.30.2002		Sklenar, Michael J	05.30.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.31.2002
Controller Div. Processed
Burling, Laurie	06.03.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	16,809.01	0801
		Dowel bars and Baskets (280mm Pavement)
0022	3091.21	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25
		S.P. Initial Payment	1,190.98	0801
		Dowels and Baskets
		Total for estimate 0002:	17,999.99
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-7,636.08	0801
		Dowel bars and Baskets (280mm Pavement)
		Total for estimate 0003:	-7,636.08
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	1,402.95	0801
		Dowel bars and Baskets (280mm Pavement)
		Total for estimate 0004:	1,402.95
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-577.17	0801
		Dowel bars and Baskets (280mm Pavement)
0022	3091.21	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25
		S.P. Adjustment	-594.38	0801
		Dowels and Baskets
0082	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Initial Payment	31,248.00	01661591
		Sreet Light Unit, SL-BT-12.2-0.3-0.20
0083	A008.74	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.40
		S.P. Initial Payment	31,248.00	01661591
		Street Light Unit, SL-BT-12.2-0.3-0.40
0084	A009.41	STREET LIGHTING UNIT, TYPE SL-BT-13.7-0-0.00
		S.P. Initial Payment	1,038.00	01661591
		Street Light Unit, SL-BT-13.7-0.0-0.0
0116	7320.95	FIBER OPTIC SIGN
		S.P. Initial Payment	5,649.00	7532
		Fiber Optic Signs
		Total for estimate 0005:	68,011.45
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,470.37	0801
		Dowel bars and Baskets (280mm Pavement)
		Total for estimate 0006:	-3,470.37
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,360.96	0801
		Dowel bars and Baskets (280mm Pavement)
		Total for estimate 0007:	-2,360.96
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,109.95	0801
		Dowel bars and Baskets (280mm Pavement)
		Total for estimate 0008:	-3,109.95
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-121.95	0801
		Dowel bars and Baskets (280mm Pavement)
0022	3091.21	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25
		S.P. Adjustment	-596.60	0801
		Dowels and Baskets
		Total for estimate 0009:	-718.55
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-274.63	0801
		Dowel bars and Baskets (280mm Pavement)
0082	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-8,928.00	01661591
		Sreet Light Unit, SL-BT-12.2-0.3-0.20
0083	A008.74	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.40
		S.P. Adjustment	-4,464.00	01661591
		Street Light Unit, SL-BT-12.2-0.3-0.40
		Total for estimate 0010:	-13,666.63
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-381.14	0801
		Dowel bars and Baskets (280mm Pavement)
0082	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-6,696.00	01661591
		Sreet Light Unit, SL-BT-12.2-0.3-0.20
0083	A008.74	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.40
		S.P. Adjustment	-6,696.00	01661591
		Street Light Unit, SL-BT-12.2-0.3-0.40
		Total for estimate 0011:	-13,773.14
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0083	A008.74	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.40
		S.P. Adjustment	-3,348.00	01661591
		Street Light Unit, SL-BT-12.2-0.3-0.40
		Total for estimate 0012:	-3,348.00
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0082	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-11,160.00	01661591
		Sreet Light Unit, SL-BT-12.2-0.3-0.20
0083	A008.74	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.40
		S.P. Adjustment	-16,740.00	01661591
		Street Light Unit, SL-BT-12.2-0.3-0.40
		Total for estimate 0013:	-27,900.00
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	7320.95	FIBER OPTIC SIGN
		S.P. Adjustment	-5,649.00	7532
		Fiber Optic Signs
		Total for estimate 0014:	-5,649.00
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0082	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-4,464.00	01661591
		Sreet Light Unit, SL-BT-12.2-0.3-0.20
		Total for estimate 0015:	-4,464.00
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0084	A009.41	STREET LIGHTING UNIT, TYPE SL-BT-13.7-0-0.00
		S.P. Adjustment	-1,038.00	01661591
		Street Light Unit, SL-BT-13.7-0.0-0.0
		Total for estimate 0016:	-1,038.00
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0021	3075.65	280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-279.71	0801
		Dowel bars and Baskets (280mm Pavement)
		Total for estimate 0020:	-279.71
		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	200.00	10.200	2,040.00
COVER CROP SEEDING	ha	10.200	2,040.00
		7.360	1,472.00
		0.000	0.00
0002                          L020.10	1.80	11,946.000	21,502.80
EROSION CONTROL, TYPE HV	m2	11,946.000	21,502.80
		12,897.000	23,214.60
		0.000	0.00
0003                          L021.00	14.30	222.000	3,174.60
EROSION CHECKS	BALE	222.000	3,174.60
		342.000	4,890.60
		0.000	0.00
0004                          L021.06	15.50	432.000	6,696.00
EROSION CHECKS, TYPE HV	BALE	432.000	6,696.00
		679.000	10,524.50
		0.000	0.00
0005                          0030.10	22,000.00	1.000	22,000.00
MOBILIZATION	LS	1.000	22,000.00
		1.000	22,000.00
		0.000	0.00
0006                          1009.00	10,500.00	1.000	10,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	10,500.00
		1.000	10,500.00
		0.000	0.00
0007                          1011.00	1.15	1,511.000	1,737.65
WATER	kL	1,511.000	1,737.65
		0.000	0.00
		0.000	0.00
0008                          1012.00	80.00	19.000	1,520.00
RIGHT-OF-WAY MARKERS	EACH	19.000	1,520.00
		22.000	1,760.00
		0.000	0.00
0009                          1030.00	3.10	151,114.000	468,453.40
EARTHWORK MEASURED IN EMBANKMENT	m3	151,114.000	468,453.40
		151,114.000	468,453.40
		0.000	0.00
0010                          1041.00	0.46	64,305.000	29,580.30
SALVAGING AND PLACING TOPSOIL	m2	64,305.000	29,580.30
		64,305.000	29,580.31
		0.000	0.00
0011                          1101.00	6.40	1,332.000	8,524.80
REMOVE PAVEMENT	m2	1,332.000	8,524.80
		1,515.033	9,696.22
		0.000	0.00
0012                          1102.00	3.90	4,374.000	17,058.60
REMOVE ASPHALT SURFACE	m2	4,374.000	17,058.60
		4,474.826	17,451.83
		0.000	0.00
0013                          1123.00	5.70	471.000	2,684.70
REMOVE CONCRETE DITCH LINER	m2	471.000	2,684.70
		471.000	2,684.70
		0.000	0.00
0014                          7017.00	3.90	130.000	507.00
REMOVE GUARDRAIL	m	130.000	507.00
		131.000	510.90
		0.000	0.00
0137                          1900.00	8,709.75	0.000	0.00
FUEL COST ADJUSTMENT	LS	1.000	8,709.75
Embankment		1.000	8,709.75
		0.000	0.00
0146                          6960.02	1,312.50	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,312.50
Labor, Material, and Equipment Rental to Remove and Replace Granular Fill Material in area around Eastbound WIM Scale		1.000	1,312.50
		0.000	0.00
0150                          L022.11	10.85	0.000	0.00
FABRIC SILT FENCE-LOW POROSITY	m	257.837	2,797.53
Not included in original contract.		257.837	2,797.53
		0.000	0.00
2010                          2010.03	9.70	0.000	0.00
CRUSHED ROCK SURFACE COURSE	Mg	103.420	1,003.17
		103.420	1,003.17
		0.000	0.00
GROUP 1 GRADING		Contracted	595,979.85
		Current	609,802.81
		In place	616,562.01
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0015                          0030.30	266,290.74	1.000	266,290.74
MOBILIZATION	LS	1.000	266,290.74
		1.000	266,290.74
		0.000	0.00
0016                          1020.06	17.00	100.000	1,700.00
FLEXIBLE POST DELINEATOR	EACH	100.000	1,700.00
		86.000	1,462.00
		0.000	0.00
0017                          3008.05	3.00	991.000	2,973.00
TIE BARS	EACH	991.000	2,973.00
		1,072.000	3,216.00
		0.000	0.00
0018                          3016.21	29.40	136.000	3,998.40
CONCRETE CLASS 47B-20 SIDEWALKS	m2	136.000	3,998.40
		128.668	3,782.84
		0.000	0.00
0019                          3017.40	22.25	112.000	2,492.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	112.000	2,492.00
		171.436	3,814.45
		0.000	0.00
0020                          3075.61	32.60	33,297.000	1,085,482.20
280 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	33,297.000	1,085,482.20
		32,222.982	1,050,469.22
		0.000	0.00
0021                          3075.65	38.00	29,303.000	1,113,514.00
280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	29,303.000	1,113,514.00
		28,989.569	1,101,603.63
		0.000	0.00
0022                          3091.21	51.30	1,334.000	68,434.20
305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	1,334.000	68,434.20
		1,514.412	77,689.33
		0.000	0.00
0023                          3091.22	48.00	720.000	34,560.00
305 mm CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	720.000	34,560.00
		820.134	39,366.43
		0.000	0.00
0024                          8029.84	3.75	64,654.000	242,452.50
BITUMINOUS FOUNDATION COURSE 100 mm	m2	64,654.000	242,452.50
		63,547.097	238,301.63
		0.000	0.00
0025                          9111.00	0.50	1,159.000	579.50
WATER	kL	1,159.000	579.50
		671.500	335.75
		0.000	0.00
0026                          9170.00	400.00	90.840	36,336.00
EARTH SHOULDER CONSTRUCTION	StaM	90.840	36,336.00
		89.270	35,708.00
		0.000	0.00
0027                          9173.20	1.60	64,654.000	103,446.40
SUBGRADE PREPARATION	m2	64,654.000	103,446.40
		62,798.167	100,477.05
		0.000	0.00
0028                          9188.50	27.00	386.000	10,422.00
SURFACING UNDER GUARDRAIL	m2	386.000	10,422.00
		391.408	10,568.02
		0.000	0.00
0131                          3900.20	1,146.00	0.000	0.00
ADDITIONAL COST	LS	1.000	1,146.00
		1.000	1,146.00
		0.000	0.00
0145                          6960.02	2,091.38	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,091.38
Labor, Material and Equipment Rental for Removal and Replacement of Pavement Panels adjacent to Scales		1.000	2,091.38
		0.000	0.00
0147                          6960.02	2,132.61	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,132.61
Labor, Material, and Equipment Rental to re-trim Subgrade and Base at Loop 2 and Ramp 1		1.000	2,132.61
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	2,972,680.94
		Current	2,978,050.93
		In place	2,938,455.08
		This Estimate	0.00
GROUP 4 CULVERTS
0029                          P120.30	187.00	21.400	4,001.80
750 mm CULVERT PIPE, TYPE 2	m	21.400	4,001.80
		21.400	4,001.80
		0.000	0.00
0030                          P300.18	80.00	140.200	11,216.00
450 mm CULVERT PIPE, TYPE 3,4 OR 5	m	140.200	11,216.00
		78.200	6,256.00
		0.000	0.00
0031                          P400.18	95.00	332.000	31,540.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	364.200	34,599.00
		359.400	34,143.00
		0.000	0.00
0032                          P400.24	127.00	160.000	20,320.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	160.000	20,320.00
		78.000	9,906.00
		0.000	0.00
0033                          0030.40	6,850.00	1.000	6,850.00
MOBILIZATION	LS	1.000	6,850.00
		1.000	6,850.00
		0.000	0.00
0034                          4004.50	3.90	6,735.000	26,266.50
CAST IRON GRATE AND FRAME	kg	6,735.000	26,266.50
		6,286.000	24,515.40
		0.000	0.00
0035                          4035.25	80.00	1.000	80.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	1.000	80.00
		1.000	80.00
		0.000	0.00
0036                          4040.00	125.00	4.000	500.00
REMOVE HEADWALLS FROM CULVERTS	EACH	4.000	500.00
		2.000	250.00
		0.000	0.00
0037                          4044.01	1,400.00	1.000	1,400.00
PREPARATION OF STRUCTURE	EACH	1.000	1,400.00
AT STA. 126+24.4		1.000	1,400.00
		0.000	0.00
0038                          4050.01	9.10	442.000	4,022.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	442.000	4,022.20
		359.000	3,266.90
		0.000	0.00
0039                          4051.01	13.70	98.000	1,342.60
EXCAVATION FOR BOX CULVERTS	m3	98.000	1,342.60
		98.000	1,342.60
		0.000	0.00
0040                          4101.06	365.00	74.780	27,294.70
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	74.780	27,294.70
		74.780	27,294.70
		0.000	0.00
0041                          4105.59	820.00	20.500	16,810.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	20.500	16,810.00
		19.663	16,123.66
		0.000	0.00
0042                          4107.07	870.00	0.480	417.60
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.480	417.60
		0.000	0.00
		0.000	0.00
0043                          4151.00	1.60	3,678.000	5,884.80
REINFORCING STEEL FOR BOX CULVERT	kg	3,678.000	5,884.80
		3,678.000	5,884.80
		0.000	0.00
0044                          4155.50	1.80	741.000	1,333.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	741.000	1,333.80
		706.898	1,272.42
		0.000	0.00
0045                          4157.00	3.65	22.000	80.30
REINFORCING STEEL FOR COLLARS	kg	22.000	80.30
		0.000	0.00
		0.000	0.00
0046                          4310.18	200.00	14.000	2,800.00
450 mm FLARED-END SECTION	EACH	14.000	2,800.00
		13.000	2,600.00
		0.000	0.00
0047                          4310.24	240.00	2.000	480.00
600 mm FLARED-END SECTION	EACH	2.000	480.00
		2.000	480.00
		0.000	0.00
0048                          4461.30	170.00	1.000	170.00
INSTALL 750 mm CONCRETE FLARED-END SECTION	EACH	1.000	170.00
		1.000	170.00
		0.000	0.00
0139                          4035.90	115.50	0.000	0.00
REMOVE AND REINSTALL FLARED-END SECTION	EACH	4.000	462.00
		4.000	462.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	162,810.30
		Current	166,331.30
		In place	146,299.28
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 114+58.97
0049                          0030.40	3,400.00	1.000	3,400.00
MOBILIZATION	LS	1.000	3,400.00
		1.000	3,400.00
		0.000	0.00
0050                          4044.00	2,100.00	1.000	2,100.00
PREPARATION OF STRUCTURE	EACH	1.000	2,100.00
AT STA. 114+58.97		1.000	2,100.00
		0.000	0.00
0051                          4051.01	57.00	20.000	1,140.00
EXCAVATION FOR BOX CULVERTS	m3	20.000	1,140.00
		60.100	3,425.70
		0.000	0.00
0052                          4101.06	365.00	42.560	15,534.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	42.560	15,534.40
		46.580	17,001.70
		0.000	0.00
0053                          4151.00	1.60	2,712.000	4,339.20
REINFORCING STEEL FOR BOX CULVERT	kg	2,712.000	4,339.20
		2,712.000	4,339.20
		0.000	0.00
0133                          6104.00	17.89	0.000	0.00
BROKEN CONCRETE RIPRAP	Mg	57.600	1,030.46
		57.600	1,030.46
		0.000	0.00
GROUP 4A CULVERT AT STA. 114+58.97		Contracted	26,513.60
		Current	27,544.06
		In place	31,297.06
		This Estimate	0.00
GROUP 5 SEEDING
0054                          L001.02	1,175.00	11.200	13,160.00
SEEDING, TYPE B	ha	11.200	13,160.00
		17.309	20,338.08
		0.000	0.00
0055                          L032.75	80.00	56.000	4,480.00
MULCH	Mg	56.000	4,480.00
		83.952	6,716.16
		0.000	0.00
0056                          0030.50	114.00	1.000	114.00
MOBILIZATION	LS	1.000	114.00
		1.000	114.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	17,754.00
		Current	17,754.00
		In place	27,168.24
		This Estimate	0.00
GROUP 7 GUARDRAIL
0057                          0030.70	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00
0058                          7011.20	32.00	190.500	6,096.00
W-BEAM GUARDRAIL	m	190.500	6,096.00
		190.500	6,096.00
		0.000	0.00
0059                          7022.00	600.00	2.000	1,200.00
END ANCHORAGE ASSEMBLY	EACH	2.000	1,200.00
		2.000	1,200.00
		0.000	0.00
0060                          7024.25	2,200.00	2.000	4,400.00
GUARDRAIL END TREATMENT, TYPE I	EACH	2.000	4,400.00
		2.000	4,400.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	11,697.00
		Current	11,697.00
		In place	11,697.00
		This Estimate	0.00
GROUP 7B FENCE
0061                          0030.71	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00
0062                          7100.00	6.50	2,930.000	19,045.00
RIGHT-OF-WAY FENCE	m	2,930.000	19,045.00
		3,132.000	20,358.00
		0.000	0.00
0063                          7103.00	111.00	4.000	444.00
END POSTS	EACH	4.000	444.00
		12.000	1,332.00
		0.000	0.00
0064                          7104.00	120.00	24.000	2,880.00
PULL POSTS	EACH	24.000	2,880.00
		22.000	2,640.00
		0.000	0.00
0065                          7105.00	120.00	8.000	960.00
CORNER POSTS	EACH	8.000	960.00
		15.000	1,800.00
		0.000	0.00
0066                          7108.00	162.00	4.000	648.00
DRAINAGE STRUCTURE TERMINALS	EACH	4.000	648.00
		0.000	0.00
		0.000	0.00
0132                          1111.00	3.44	0.000	0.00
REMOVE FENCE	m	2,675.000	9,202.00
		2,675.000	9,202.00
		0.000	0.00
0144                          7105.94	170.89	0.000	0.00
1.2 m GATE	EACH	2.000	341.78
Gate for Right-of-way access at STA 114+59		2.000	341.78
		0.000	0.00
GROUP 7B FENCE		Contracted	23,978.00
		Current	33,521.78
		In place	35,674.78
		This Estimate	0.00
GROUP 8A BUILDING CONSTRUCTION
0067                          0030.80	62,000.00	1.000	62,000.00
MOBILIZATION	LS	1.000	62,000.00
		1.000	62,000.00
		0.000	0.00
0068                          5500.00	695,000.00	1.000	695,000.00
SCALE BUILDING	EACH	1.000	695,000.00
(EB)		1.000	695,000.00
		0.000	0.00
0069                          5500.01	695,000.00	1.000	695,000.00
SCALE BUILDING	EACH	1.000	695,000.00
(WB)		1.000	695,000.00
		0.000	0.00
0070                          5500.05	12,500.00	1.000	12,500.00
LINK BUILDING	EACH	1.000	12,500.00
(EB)		1.000	12,500.00
		0.000	0.00
0071                          5500.06	12,500.00	1.000	12,500.00
LINK BUILDING	EACH	1.000	12,500.00
(WB)		1.000	12,500.00
		0.000	0.00
0072                          5500.10	155,000.00	1.000	155,000.00
INSPECTION BUILDING	EACH	1.000	155,000.00
(EB)		1.000	155,000.00
		0.000	0.00
0073                          5500.11	155,000.00	1.000	155,000.00
INSPECTION BUILDING	EACH	1.000	155,000.00
(WB)		1.000	155,000.00
		0.000	0.00
0074                          5820.55	200,000.00	2.000	400,000.00
STATIC TRUCK SCALE	EACH	2.000	400,000.00
		2.000	400,000.00
		0.000	0.00
0075                          5821.10	314,000.00	1.000	314,000.00
WEIGH-IN-MOTION SYSTEM	EACH	1.000	314,000.00
AT STA. 109+46 RT.		1.000	314,000.00
		0.000	0.00
0076                          5821.11	314,000.00	1.000	314,000.00
WEIGH-IN-MOTION SYSTEM	EACH	1.000	314,000.00
AT STA. 141+43 LT.		1.000	314,000.00
		0.000	0.00
0134                          6960.60	-2,400.00	0.000	0.00
MATERIAL COST DIFFERENTIAL	LS	1.000	-2,400.00
Difference in cost of explosion proof to vapor tight lights		1.000	-2,400.00
		0.000	0.00
0135                          4976.05	511.35	0.000	0.00
ADDITIONAL WORK	LS	1.000	511.35
		1.000	511.35
		0.000	0.00
0138                          4976.05	3,570.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,570.00
Additional Laterals for WB Leach Field		1.000	3,570.00
		0.000	0.00
0140                          6960.02	4,282.48	0.000	0.00
ADDITIONAL WORK	LS	1.000	4,282.48
Steel Angle for edge protection around Inspection Pits in Inspection Building.		1.000	4,282.48
		0.000	0.00
0141                          A900.10	262.50	0.000	0.00
ADDITIONAL WORK	EACH	3.000	787.50
Abandon Existing and Splice 75mm Telephone Conduit		3.000	787.50
		0.000	0.00
0142                          6960.02	147.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	147.00
Relocate Telephone outlet for ATM		1.000	147.00
		0.000	0.00
0143                          6960.02	315.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	315.00
Steel Stand for Water Heater on Northside		1.000	315.00
		0.000	0.00
0148                          A900.10	11,433.00	0.000	0.00
ADDITIONAL WORK	EACH	1.000	11,433.00
LED Programmable Message Board for Eastbound Scale Building including Blockout work for Sidewalk.		1.000	11,433.00
		0.000	0.00
0149                          A900.10	11,458.75	0.000	0.00
ADDITIONAL WORK	EACH	1.000	11,458.75
LED Programmable Message Board for Westbound Scale Building including Blockout work for Sidewalk		1.000	11,458.75
		0.000	0.00
0155                          5879.00	1,315.65	0.000	0.00
DOOR	EACH	2.000	2,631.30
ADDITIONAL DOORS BETWEEN LINK BUILDINGS AND INSPECTION BUILDINGS, EB AND WB.		2.000	2,631.30
		0.000	0.00
0165                          4764.25	5,749.91	0.000	0.00
DRAIN TILE	LS	1.000	5,749.91
Drain Tile for Scale Buildings		1.000	5,749.91
		0.000	0.00
0166                          6960.01	27,147.195	0.000	0.00
ADDITIONAL	LS	1.000	27,147.20
Structure addition to Link building		1.000	27,147.20
		0.000	0.00
0167                          6960.01	27,147.195	0.000	0.00
ADDITIONAL	LS	1.000	27,147.20
Structure addition to Link building		1.000	27,147.20
		0.000	0.00
0168                          6960.02	3,875.59	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,875.59
ADJUSTMENT OF LED MESSAGE SIGNS AND MAST ARMS, EB/WB		1.000	3,875.59
		1.000	3,875.59
GROUP 8A BUILDING CONSTRUCTION		Contracted	2,815,000.00
		Current	2,911,656.27
		In place	2,911,656.28
		This Estimate	3,875.59
GROUP 8B ELECTRICAL
0077                          A001.01	430.00	16.000	6,880.00
PULL BOX, TYPE PB-1	EACH	16.000	6,880.00
		20.000	8,600.00
		0.000	0.00
0078                          A001.12	320.00	67.000	21,440.00
PULL BOX, TYPE PB-5	EACH	67.000	21,440.00
		81.000	25,920.00
		0.000	0.00
0079                          A001.16	365.00	4.000	1,460.00
PULL BOX, TYPE PB-6	EACH	2.000	730.00
		7.000	2,555.00
		0.000	0.00
0080                          A001.17	410.00	39.000	15,990.00
PULL BOX, TYPE PB-7	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0081                          A001.50	600.00	2.000	1,200.00
PULL BOX	EACH	2.000	1,200.00
TYPE 610X914X457		0.000	0.00
		0.000	0.00
0082                          A008.73	1,400.00	56.000	78,400.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20	EACH	56.000	78,400.00
		56.000	78,400.00
		0.000	0.00
0083                          A008.74	1,450.00	56.000	81,200.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.40	EACH	56.000	81,200.00
		56.000	81,200.00
		0.000	0.00
0084                          A009.41	1,145.00	2.000	2,290.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-0-0.00	EACH	2.000	2,290.00
		2.000	2,290.00
		0.000	0.00
0085                          A010.86	815.00	6.000	4,890.00
LOW MOUNT LIGHTING UNIT	EACH	6.000	4,890.00
		6.000	4,890.00
		0.000	0.00
0086                          A020.17	2,560.00	3.000	7,680.00
LIGHTING CONTROL CENTER, TYPE P	EACH	3.000	7,680.00
		3.000	7,680.00
		0.000	0.00
0087                          A020.75	3,230.00	2.000	6,460.00
LIGHTING CONTROL CENTER	EACH	2.000	6,460.00
TYPE RS		2.000	6,460.00
		0.000	0.00
0088                          A069.09	12.80	38.000	486.40
25 mm CONDUIT ON STRUCTURE	m	38.000	486.40
		92.000	1,177.60
		0.000	0.00
0089                          A069.10	24.80	55.000	1,364.00
38 mm CONDUIT ON STRUCTURE	m	55.000	1,364.00
		64.000	1,587.20
		0.000	0.00
0090                          A069.12	40.00	38.000	1,520.00
75 mm CONDUIT ON STRUCTURE	m	38.000	1,520.00
		92.000	3,680.00
		0.000	0.00
0091                          A069.14	5.35	5,374.000	28,750.90
25 mm CONDUIT IN TRENCH	m	962.000	5,146.70
		905.000	4,841.75
		0.000	0.00
0092                          A070.10	6.00	6,756.000	40,536.00
38 mm CONDUIT IN TRENCH	m	11,168.000	67,008.00
		11,377.000	68,262.00
		0.000	0.00
0093                          A070.14	7.30	2,486.000	18,147.80
50 mm CONDUIT IN TRENCH	m	2,486.000	18,147.80
		3,700.000	27,010.00
		0.000	0.00
0094                          A070.18	10.00	3,556.000	35,560.00
75 mm CONDUIT IN TRENCH	m	3,556.000	35,560.00
		3,404.000	34,040.00
		0.000	0.00
0095                          A070.22	14.26	168.000	2,395.68
100 mm CONDUIT IN TRENCH	m	168.000	2,395.68
		176.000	2,509.76
		0.000	0.00
0096                          A072.08	7.90	96.000	758.40
25 mm CONDUIT UNDER ROADWAY	m	96.000	758.40
		86.000	679.40
		0.000	0.00
0097                          A072.10	8.30	302.000	2,506.60
38 mm CONDUIT UNDER ROADWAY	m	302.000	2,506.60
		282.000	2,340.60
		0.000	0.00
0098                          A072.14	10.10	60.000	606.00
50 mm CONDUIT UNDER ROADWAY	m	60.000	606.00
		79.000	797.90
		0.000	0.00
0099                          A072.18	15.10	151.000	2,280.10
75 mm CONDUIT UNDER ROADWAY	m	151.000	2,280.10
		135.000	2,038.50
		0.000	0.00
0100                          A072.20	17.00	96.000	1,632.00
100 mm CONDUIT UNDER ROADWAY	m	96.000	1,632.00
		67.000	1,139.00
		0.000	0.00
0101                          A074.18	65.00	30.000	1,950.00
75 mm CONDUIT, JACKED	m	30.000	1,950.00
		210.000	13,650.00
		0.000	0.00
0102                          A074.20	72.00	30.000	2,160.00
100 mm CONDUIT, JACKED	m	30.000	2,160.00
		216.000	15,552.00
		0.000	0.00
0103                          A080.04	5.90	160.000	944.00
STREET LIGHTING CABLE, NO. 1/0 USE	m	160.000	944.00
		250.000	1,475.00
		0.000	0.00
0104                          A080.05	5.25	80.000	420.00
STREET LIGHTING CABLE, NO. 1/0 BARE	m	80.000	420.00
		125.000	656.25
		0.000	0.00
0105                          A080.10	3.30	3,050.000	10,065.00
STREET LIGHTING CABLE, NO. 2 USE	m	3,050.000	10,065.00
		2,798.000	9,233.40
		0.000	0.00
0106                          A080.11	2.60	1,525.000	3,965.00
STREET LIGHTING CABLE, NO. 2 BARE	m	2,584.000	6,718.40
		2,458.000	6,390.80
		0.000	0.00
0107                          A080.22	1.80	10,619.000	19,114.20
STREET LIGHTING CABLE, NO. 6 BARE	m	10,747.000	19,344.60
		12,049.000	21,688.20
		0.000	0.00
0108                          A080.24	2.00	21,238.000	42,476.00
STREET LIGHTING CABLE, NO. 6 USE	m	28,437.000	56,874.00
		31,333.000	62,666.00
		0.000	0.00
0109                          A080.35	1.90	54.000	102.60
STREET LIGHTING CABLE, NO. 10 USE	m	54.000	102.60
		18.000	34.20
		0.000	0.00
0110                          A080.38	1.90	27.000	51.30
STREET LIGHTING CABLE, NO. 10 BARE	m	27.000	51.30
		9.000	17.10
		0.000	0.00
0111                          A090.01	2,400.00	1.000	2,400.00
STEP DOWN TRANSFORMER AND ENCLOSURE	EACH	1.000	2,400.00
		0.000	0.00
		0.000	0.00
0112                          A510.00	200.00	2.000	400.00
INSTALL LUMINAIRE	EACH	2.000	400.00
AND ADJUST		0.000	0.00
		0.000	0.00
0113                          0030.81	6,400.00	1.000	6,400.00
MOBILIZATION	LS	1.000	6,400.00
		1.000	6,400.00
		0.000	0.00
0130                          A001.18	4,074.00	0.000	0.00
PULL BOX, TYPE PB-6 SPECIAL	EACH	2.000	8,148.00
		2.000	8,148.00
		0.000	0.00
0136                          A001.12	320.00	0.000	0.00
PULL BOX, TYPE PB-5	EACH	78.000	24,960.00
Additional PB-5's for PB-7's		78.000	24,960.00
		0.000	0.00
0151                          6960.02	23,090.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	23,090.00
Additional Work for Changeable Message Sign		1.000	23,090.00
		0.000	0.00
0152                          6960.02	3,150.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,150.00
Additional Work for Flagpoles		1.000	3,150.00
		0.000	0.00
0153                          6960.02	704.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	704.00
Grounding Rods for Radio Towers		1.000	704.00
		0.000	0.00
0154                          A525.00	655.99	0.000	0.00
INSTALL STREET LIGHT BASE	EACH	2.000	1,311.98
SPOT LIGHTS AT CAMERA LOCATIONS BY I-80, EB/WB		2.000	1,311.98
		0.000	0.00
0159                          A079.60	5.41	0.000	0.00
STREET LIGHTING CABLE	m	1,120.000	6,059.20
No. 1 USE Wire		1,120.000	6,059.20
		0.000	0.00
0160                          A080.04	6.54	0.000	0.00
STREET LIGHTING CABLE, NO. 1/0 USE	m	998.000	6,526.92
No. 1/0 USE Wire		998.000	6,526.92
		0.000	0.00
0161                          A080.15	3.05	0.000	0.00
STREET LIGHTING CABLE, NO. 4 USE	m	194.000	591.70
No. 4 USE Wire		194.000	591.70
		0.000	0.00
0162                          A679.80	2.47	0.000	0.00
REMOVE STREET LIGHTING CABLE	m	6,306.000	15,575.82
Remove and Reinstall Wires:		6,306.000	15,575.82
		0.000	0.00
0163                          A679.80	2.47	0.000	0.00
REMOVE STREET LIGHTING CABLE	m	2,102.000	5,191.94
Remove and Reinstall wires		2,102.000	5,191.94
		0.000	0.00
0164                          A910.00	4,567.50	0.000	0.00
ELECTRICAL WORK	LS	1.000	4,567.50
Relay (qauntity of 2)		1.000	4,567.50
		0.000	0.00
155                           A630.13	826.88	0.000	0.00
REMOVE LIGHT POLE BASE	EACH	1.000	826.88
WB spotlight footing at Camera location.		1.000	826.88
		0.000	0.00
156                           A074.14	50.40	0.000	0.00
50 mm CONDUIT JACKED	m	110.000	5,544.00
50 mm CONDUITS JACKED EB/WB		110.000	5,544.00
		0.000	0.00
157                           A074.12	40.95	0.000	0.00
38 mm CONDUIT JACKED	m	443.000	18,140.85
ADDITIONAL 38 mm CONDUIT JACKED EB/WB		443.000	18,140.85
		0.000	0.00
158                           4976.05	1,365.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,365.00
ADDITIONAL CONDUIT RUNS BETWEEN TV-PB AND LIGHT POLES EB/WB		1.000	1,365.00
		0.000	0.00
5820                          5820.45	1,312.50	0.000	0.00
ELECTRICAL WORK FOR SCALE BUILDING	EACH	2.000	2,625.00
		2.000	2,625.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	454,881.98
		Current	586,790.37
		In place	634,240.45
		This Estimate	0.00
GROUP 8C SIGNING
0114                          A007.15	500.00	28.000	14,000.00
VEHICLE DETECTOR, TYPE TD-5	EACH	28.000	14,000.00
		28.000	14,000.00
		0.000	0.00
0115                          0030.82	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0116                          7320.95	4,500.00	2.000	9,000.00
FIBER OPTIC SIGN	EACH	2.000	9,000.00
		2.000	9,000.00
		0.000	0.00
0117                          7322.01	275.00	131.078	36,046.45
TYPE B SIGN	m2	131.078	36,046.45
		131.081	36,047.28
		0.000	0.00
0118                          7340.00	5.00	4,564.600	22,823.00
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	4,564.600	22,823.00
		5,218.970	26,094.85
		0.000	0.00
0119                          7360.24	300.00	32.000	9,600.00
600 mm SIGN SUPPORT FOOTING	EACH	32.000	9,600.00
		32.000	9,600.00
		0.000	0.00
0120                          7360.30	350.00	6.000	2,100.00
750 mm SIGN SUPPORT FOOTING	EACH	6.000	2,100.00
		6.000	2,100.00
		0.000	0.00
0121                          7360.36	400.00	2.000	800.00
900 mm SIGN SUPPORT FOOTING	EACH	2.000	800.00
		2.000	800.00
		0.000	0.00
0122                          7390.00	370.00	10.000	3,700.00
REMOVE SIGN AND POST	EACH	10.000	3,700.00
		11.000	4,070.00
		0.000	0.00
GROUP 8C SIGNING		Contracted	101,069.45
		Current	101,069.45
		In place	104,712.13
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0123                          0001.00	640.00	24.000	15,360.00
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES	CDAY	24.000	15,360.00
		0.000	0.00
		0.000	0.00
0124                          0001.08	0.50	2,420.000	1,210.00
BARRICADE, TYPE II	BDAY	2,420.000	1,210.00
		21,789.000	10,894.50
		0.000	0.00
0125                          0001.10	1.19	380.000	452.20
BARRICADE, TYPE III	BDAY	380.000	452.20
		1,469.000	1,748.11
		0.000	0.00
0126                          0001.30	0.89	368.000	327.52
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	368.000	327.52
		0.000	0.00
		0.000	0.00
0127                          0001.90	0.12	2,368.000	284.16
SIGN DAY	EACH	2,368.000	284.16
		710.000	85.20
		0.000	0.00
0128                          0010.04	3,200.00	1.000	3,200.00
FIELD OFFICE	EACH	1.000	3,200.00
		1.000	3,200.00
		0.000	0.00
0129                          0030.00	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	20,834.88
		Current	20,834.88
		In place	15,928.81
		This Estimate	0.00
Totals for contract		Contracted	7,203,200.00
		Current	7,465,052.85
		In place	7,473,691.12
		This Estimate	3,875.59