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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0574 CONSTRUCTORS, INC.
Contract ID:	2258A
Estimate Number:	0052
Pay Period End Date:	09.14.2002

Contract Location:
N-50 INTERCHANGE	Estimate Type:	PROG
Contractor:
CONSTRUCTORS, INC.	Date Let:	02.17.2000
1815 Y STREET	Date Awarded:	02.24.2000
PO BOX 80268	Date Contract Executed:	03.02.2000
	Date Notice to Proceed:	03.02.2000
LINCOLN NE 68501	Date Work Began:	04.03.2000
Phone:	Date Physical Work Completed:
(402)434-1764	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
20258A 000B		0.000			EACNH-EACSTPD-370-7(123)		GR CP CULV SEED BR GDRL ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$8,020,299.09	$8,013,762.14	$6,536.95
$7,529,651.64	Stockpiled Materials	$33,022.92	$33,022.92	$.00
Original Contract Amt	Gross Earnings	$8,053,322.01	$8,046,785.06	$6,536.95
$7,313,999.99	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
106.52%	Net Earnings	$8,028,322.01	$8,021,785.06	$6,536.95
	Liquidated Damages	-$38,409.00	-$38,409.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$.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	$.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	-$38,409.00	-$38,409.00	$.00
	Payment	$7,989,913.01	$7,983,376.06	$6,536.95
Project Manager			Div. Head/Dist. Eng.
Burns, Karl	09.17.2002		Lech, Marvin (Marv)	09.17.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.18.2002
Controller Div. Processed
Burling, Laurie	09.18.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0157	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	4,600.00	00044736
		elastomeric bearing pads
		Total for estimate 0005:	4,600.00
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0178	A001.01	PULL BOX, TYPE PB-1
		S.P. Initial Payment	3,380.00	98955
		pull box, type pb-1
0179	A001.02	PULL BOX, TYPE PB-1A
		S.P. Initial Payment	903.00	98955
		pull box type pb 1a
0180	A001.06	PULL BOX, TYPE PB-2A
		S.P. Initial Payment	406.00	98955
		pull box type pb 2a
		Total for estimate 0006:	4,689.00
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0191	A008.76	STREET LIGHTING UNIT, TYPE SL-S-40-4-0.20
		S.P. Initial Payment	774.00	124-564880
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Initial Payment	13,720.00	124564880
		S.P. Initial Payment	11,662.00	124-565665
		Total for estimate 0014:	26,156.00
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0157	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-230.00	00044736
		elastomeric bearing pads
		Total for estimate 0015:	-230.00
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0157	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-2,990.00	00044736
		elastomeric bearing pads
		Total for estimate 0016:	-2,990.00
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0157	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-1,380.00	00044736
		elastomeric bearing pads
0181	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	2,959.90	1240563793
		pull box pb5
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Initial Payment	39,134.00	1240575117
		ST lighting unit SL-BT-40-12-0.12
		S.P. Initial Payment	46,040.00	1240575117
		ST lighting unit SL-BT-40-12-0.20
0196	A016.65	MAST ARM SIGNAL POLE, TYPE MP-45
		S.P. Initial Payment	5,388.00	1240575117
		mast arm signal pole mp.45
0197	A016.70	MAST ARM SIGNAL POLE, TYPE MP-50
		S.P. Initial Payment	1,922.00	1240575117
		mat arm signal pole mp50
0198	A016.75	MAST ARM SIGNAL POLE, TYPE MP-55
		S.P. Initial Payment	2,552.00	1240575117
		mast arm signal pole mp55
0199	A016.80	MAST ARM SIGNAL POLE, TYPE MP-60
		S.P. Initial Payment	5,490.00	1240575117
		mast arm signal pole mp60
0213	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Initial Payment	6,689.80	1240563793
		#6 street lighting cable
		S.P. Initial Payment	2,866.88	1240563793
		#6street lighting cable
0225	7322.01	TYPE B SIGN
		S.P. Initial Payment	11,279.92	47893
		type b sign
		Total for estimate 0017:	122,942.50
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0165	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	10,020.73	431800
		EPOXY COATED STEEL
		Total for estimate 0019:	10,020.73
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0161	6013.76	POST-TENSIONING
		S.P. Initial Payment	41,227.50	1001219
		POST-TENSIONING
		Total for estimate 0021:	41,227.50
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0182	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Initial Payment	16,236.00	15092
		traffic signal type ts-1
0183	A004.04	TRAFFIC SIGNAL, TYPE TS-1LL
		S.P. Initial Payment	2,264.00	15092
		traffic signal type-1ll
0184	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Initial Payment	750.00	15092
		traffic signal type ts-1a
0185	A004.20	TRAFFIC SIGNAL, TYPE TS-1L
		S.P. Initial Payment	1,614.00	15092
		traffic signal type ts-1l
0186	A004.40	TRAFFIC SIGNAL, TYPE TS-2
		S.P. Initial Payment	350.00	15092
		traffic signal type ts-2
0187	A006.85	PEDESTAL POLE, TYPE PP-10
		S.P. Initial Payment	484.00	15092
		pedestal pole typepp-10
0190	A007.08	VEHICLE DETECTOR, TYPE TD-3
		S.P. Initial Payment	420.00	15092
		vehicle detector type td10
		Total for estimate 0023:	22,118.00
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0161	6013.76	POST-TENSIONING
		S.P. Adjustment	-41,227.50	1001219
		POST-TENSIONING
		Total for estimate 0024:	-41,227.50
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0165	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,008.62	431800
		EPOXY COATED STEEL
		Total for estimate 0025:	-4,008.62
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0165	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,012.11	431800
		EPOXY COATED STEEL
0181	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-536.80	1240563793
		pull box pb5
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Adjustment	-3,773.00	124564880
		S.P. Adjustment	-3,087.00	124-565665
		S.P. Adjustment	-10,359.00	1240575117
		ST lighting unit SL-BT-40-12-0.12
		S.P. Adjustment	-12,661.00	1240575117
		ST lighting unit SL-BT-40-12-0.20
0213	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Adjustment	-1,159.40	1240563793
		#6 street lighting cable
		S.P. Adjustment	-828.32	1240563793
		#6street lighting cable
		Total for estimate 0027:	-38,416.63
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0178	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-169.00	98955
		pull box, type pb-1
0180	A001.06	PULL BOX, TYPE PB-2A
		S.P. Adjustment	-203.00	98955
		pull box type pb 2a
		Total for estimate 0028:	-372.00
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0153	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	10,214.20	458056
		epoxy coated re-steel for pvmt approach
0165	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	12,306.01	458056
		EPOXY COATED STEEL
		Total for estimate 0029:	22,520.21
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0165	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,381.38	458056
		EPOXY COATED STEEL
		Total for estimate 0032:	-1,381.38
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0165	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-10,700.79	458056
		EPOXY COATED STEEL
0190	A007.08	VEHICLE DETECTOR, TYPE TD-3
		S.P. Adjustment	-280.00	15092
		vehicle detector type td10
		Total for estimate 0033:	-10,980.79
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0153	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-3,576.41	458056
		epoxy coated re-steel for pvmt approach
0165	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-223.84	458056
		EPOXY COATED STEEL
0178	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-507.00	98955
		pull box, type pb-1
0180	A001.06	PULL BOX, TYPE PB-2A
		S.P. Adjustment	-203.00	98955
		pull box type pb 2a
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Adjustment	-1,715.00	124564880
		S.P. Adjustment	-5,755.00	1240575117
		ST lighting unit SL-BT-40-12-0.20
0213	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Adjustment	-535.68	1240563793
		#6 street lighting cable
		Total for estimate 0034:	-12,515.93
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0153	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-3,576.41	458056
		epoxy coated re-steel for pvmt approach
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Adjustment	-1,372.00	124564880
		S.P. Adjustment	-343.00	124-565665
		S.P. Adjustment	-4,604.00	1240575117
		ST lighting unit SL-BT-40-12-0.20
		S.P. Adjustment	-1,151.00	1240575117
		ST lighting unit SL-BT-40-12-0.12
		Total for estimate 0035:	-11,046.41
Est Nbr:	0037
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0153	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-3,061.39	458056
		epoxy coated re-steel for pvmt approach
0178	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-338.00	98955
		pull box, type pb-1
		Total for estimate 0037:	-3,399.39
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0182	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-10,332.00	15092
		traffic signal type ts-1
0183	A004.04	TRAFFIC SIGNAL, TYPE TS-1LL
		S.P. Adjustment	-1,132.00	15092
		traffic signal type-1ll
0184	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Adjustment	-750.00	15092
		traffic signal type ts-1a
0185	A004.20	TRAFFIC SIGNAL, TYPE TS-1L
		S.P. Adjustment	-1,614.00	15092
		traffic signal type ts-1l
0196	A016.65	MAST ARM SIGNAL POLE, TYPE MP-45
		S.P. Adjustment	-1,796.00	1240575117
		mast arm signal pole mp.45
0197	A016.70	MAST ARM SIGNAL POLE, TYPE MP-50
		S.P. Adjustment	-1,922.00	1240575117
		mat arm signal pole mp50
0198	A016.75	MAST ARM SIGNAL POLE, TYPE MP-55
		S.P. Adjustment	-2,552.00	1240575117
		mast arm signal pole mp55
0199	A016.80	MAST ARM SIGNAL POLE, TYPE MP-60
		S.P. Adjustment	-2,745.00	1240575117
		mast arm signal pole mp60
		Total for estimate 0038:	-22,843.00
Est Nbr:	0042
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0224	7312.02	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Initial Payment	14,780.00	23009-9
		Location #14
0225	7322.01	TYPE B SIGN
		S.P. Adjustment	-2,641.15	47893
		type b sign
		Total for estimate 0042:	12,138.85
Est Nbr:	0043
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0178	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-169.00	98955
		pull box, type pb-1
0179	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-645.00	98955
		pull box type pb 1a
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Adjustment	-686.00	124564880
		S.P. Adjustment	-343.00	124-565665
		S.P. Adjustment	-2,302.00	1240575117
		ST lighting unit SL-BT-40-12-0.20
		S.P. Adjustment	-1,151.00	1240575117
		ST lighting unit SL-BT-40-12-0.12
0224	7312.02	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Adjustment	-14,780.00	23009-9
		Location #14
0225	7322.01	TYPE B SIGN
		S.P. Adjustment	-880.38	47893
		type b sign
		Total for estimate 0043:	-20,956.38
Est Nbr:	0044
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0181	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-1,076.60	1240563793
		pull box pb5
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Adjustment	-1,372.00	124564880
		S.P. Adjustment	-4,604.00	1240575117
		ST lighting unit SL-BT-40-12-0.20
0213	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Adjustment	-393.70	1240563793
		#6street lighting cable
		S.P. Adjustment	-778.10	1240563793
		#6 street lighting cable
		Total for estimate 0044:	-8,224.40
Est Nbr:	0045
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0181	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-809.70	1240563793
		pull box pb5
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Adjustment	-4,459.00	124564880
		S.P. Adjustment	-14,963.00	1240575117
		ST lighting unit SL-BT-40-12-0.20
0213	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Adjustment	-3,518.50	1240563793
		#6 street lighting cable
		Total for estimate 0045:	-23,750.20
Est Nbr:	0046
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0178	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-1,352.00	98955
		pull box, type pb-1
0190	A007.08	VEHICLE DETECTOR, TYPE TD-3
		S.P. Adjustment	-140.00	15092
		vehicle detector type td10
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Adjustment	-343.00	124564880
		S.P. Adjustment	-1,151.00	1240575117
		ST lighting unit SL-BT-40-12-0.20
		Total for estimate 0046:	-2,986.00
Est Nbr:	0047
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0178	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-169.00	98955
		pull box, type pb-1
0179	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-129.00	98955
		pull box type pb 1a
0191	A008.76	STREET LIGHTING UNIT, TYPE SL-S-40-4-0.20
		S.P. Adjustment	-774.00	124-564880
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Adjustment	-686.00	124-565665
		S.P. Adjustment	-2,302.00	1240575117
		ST lighting unit SL-BT-40-12-0.12
		Total for estimate 0047:	-4,060.00
Est Nbr:	0048
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0182	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-2,952.00	15092
		traffic signal type ts-1
0196	A016.65	MAST ARM SIGNAL POLE, TYPE MP-45
		S.P. Adjustment	-1,796.00	1240575117
		mast arm signal pole mp.45
		Total for estimate 0048:	-4,748.00
Est Nbr:	0049
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0181	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-269.90	1240563793
		pull box pb5
0182	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-2,952.00	15092
		traffic signal type ts-1
0183	A004.04	TRAFFIC SIGNAL, TYPE TS-1LL
		S.P. Adjustment	-1,132.00	15092
		traffic signal type-1ll
0196	A016.65	MAST ARM SIGNAL POLE, TYPE MP-45
		S.P. Adjustment	-1,796.00	1240575117
		mast arm signal pole mp.45
0199	A016.80	MAST ARM SIGNAL POLE, TYPE MP-60
		S.P. Adjustment	-2,745.00	1240575117
		mast arm signal pole mp60
0225	7322.01	TYPE B SIGN
		S.P. Adjustment	-6,527.22	47893
		type b sign
		Total for estimate 0049:	-15,422.12
Est Nbr:	0050
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0178	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-676.00	98955
		pull box, type pb-1
0179	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-129.00	98955
		pull box type pb 1a
0186	A004.40	TRAFFIC SIGNAL, TYPE TS-2
		S.P. Adjustment	-350.00	15092
		traffic signal type ts-2
0187	A006.85	PEDESTAL POLE, TYPE PP-10
		S.P. Adjustment	-484.00	15092
		pedestal pole typepp-10
0192	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20
		S.P. Adjustment	-343.00	124-565665
		S.P. Adjustment	-1,151.00	1240575117
		ST lighting unit SL-BT-40-12-0.12
0213	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Adjustment	-698.12	1240563793
		#6 street lighting cable
		Total for estimate 0050:	-3,831.12
		Total remaining for contract:	33,022.92

			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	72.00	66.000	4,752.00
COVER CROP SEEDING	ACRE	66.000	4,752.00
		40.000	2,880.00
		0.000	0.00
0002                          L020.01	4.90	10,929.000	53,552.10
EROSION CONTROL, TYPE A	SY	10,929.000	53,552.10
		14,718.700	72,121.63
		0.000	0.00
0003                          L020.08	5.00	4,431.000	22,155.00
EROSION CONTROL, TYPE AA	SY	4,431.000	22,155.00
		5,155.200	25,776.00
		0.000	0.00
0004                          L020.09	11.80	59.000	696.20
EROSION CONTROL, TYPE AAA	SY	59.000	696.20
		59.000	696.20
		0.000	0.00
0005                          L020.10	1.40	18,369.000	25,716.60
EROSION CONTROL, TYPE HV	SY	18,369.000	25,716.60
		21,493.100	30,090.34
		0.000	0.00
0006                          L021.00	11.30	204.000	2,305.20
EROSION CHECKS	BALE	204.000	2,305.20
		302.000	3,412.60
		0.000	0.00
0007                          L021.01	16.00	449.000	7,184.00
EROSION CHECKS, TYPE A	BALE	449.000	7,184.00
		587.000	9,392.00
		0.000	0.00
0008                          L021.06	14.00	483.000	6,762.00
EROSION CHECKS, TYPE HV	BALE	483.000	6,762.00
		565.000	7,910.00
		0.000	0.00
0009                          L021.11	19.00	88.000	1,672.00
EROSION CHECKS, TYPE ST-A	BALE	88.000	1,672.00
		88.000	1,672.00
		0.000	0.00
0010                          L021.15	16.00	632.000	10,112.00
EROSION CHECKS, TYPE ST-HV	BALE	632.000	10,112.00
		632.000	10,112.00
		0.000	0.00
0011                          L021.21	16.00	251.000	4,016.00
EROSION CHECKS, TYPE AA	BALE	251.000	4,016.00
		272.000	4,352.00
		0.000	0.00
0012                          L022.11	2.70	2,764.000	7,462.80
FABRIC SILT FENCE-LOW POROSITY	LF	2,764.000	7,462.80
		7,340.500	19,819.35
		0.000	0.00
0013                          L022.12	3.00	1,849.000	5,547.00
FABRIC SILT FENCE-HIGH POROSITY	LF	1,849.000	5,547.00
		2,053.000	6,159.00
		0.000	0.00
0014                          P070.15	20.00	545.000	10,900.00
15" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	545.000	10,900.00
		545.000	10,900.00
		0.000	0.00
0015                          P070.18	21.50	42.000	903.00
18" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	42.000	903.00
		42.000	903.00
		0.000	0.00
0016                          P406.54	62.00	120.000	7,440.00
54" CULVERT PIPE, TYPE 2,3,4 OR 5	LF	120.000	7,440.00
		120.000	7,440.00
		0.000	0.00
0017                          0030.10	110,000.00	1.000	110,000.00
MOBILIZATION	LS	1.000	110,000.00
		1.000	110,000.00
		0.000	0.00
0018                          1009.00	28,000.00	1.000	28,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	28,000.00
		1.000	28,000.00
		0.000	0.00
0019                          1011.00	4.00	2,601.000	10,404.00
WATER	MGAL	2,601.000	10,404.00
		597.000	2,388.00
		0.000	0.00
0020                          1012.00	62.00	55.000	3,410.00
RIGHT-OF-WAY MARKERS	EACH	55.000	3,410.00
		55.000	3,410.00
		0.000	0.00
0021                          1030.00	1.80	440,329.000	792,592.20
EARTHWORK MEASURED IN EMBANKMENT	CY	440,329.000	792,592.20
		512,951.500	923,312.70
		0.000	0.00
0022                          1030.02	3.00	6,400.000	19,200.00
EMBANKMENT FOR SURCHARGE (ESTABLISHED QUANTITY)	CY	6,400.000	19,200.00
		6,400.000	19,200.00
		0.000	0.00
0023                          1118.25	100.00	3.000	300.00
REMOVE SPLASH BASIN	EACH	3.000	300.00
		3.000	300.00
		0.000	0.00
0024                          1124.00	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 31+62-257' RT.		1.000	500.00
		0.000	0.00
0025                          1124.01	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 32+05-200' RT.		1.000	100.00
		0.000	0.00
0026                          1124.02	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 33+18-300' RT.		1.000	100.00
		0.000	0.00
0027                          1124.03	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 33+36-185' RT.		1.000	500.00
		0.000	0.00
0028                          1124.04	250.00	1.000	250.00
REMOVE BUILDING	EACH	1.000	250.00
AT STA. 33+84-225' RT.		1.000	250.00
		0.000	0.00
0029                          1124.05	250.00	1.000	250.00
REMOVE BUILDING	EACH	1.000	250.00
AT STA. 35+02-235' RT.		1.000	250.00
		0.000	0.00
0030                          1124.06	250.00	1.000	250.00
REMOVE BUILDING	EACH	1.000	250.00
AT STA. 35+49-235' RT.		1.000	250.00
		0.000	0.00
0031                          1124.07	250.00	1.000	250.00
REMOVE BUILDING	EACH	1.000	250.00
AT STA. 35+81-235' RT.		1.000	250.00
		0.000	0.00
0032                          1125.00	1,000.00	1.000	1,000.00
CLEAR TRACT	EACH	1.000	1,000.00
AT STA. 30+00 TO STA. 38+05 RT.		1.000	1,000.00
		0.000	0.00
0033                          1130.00	1,030.00	1.000	1,030.00
REMOVE UNDERGROUND TANK	EACH	1.000	1,030.00
		1.000	1,030.00
		0.000	0.00
0034                          1701.18	9.20	74.000	680.80
18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	74.000	680.80
		74.000	680.80
		0.000	0.00
0035                          3275.20	3.95	36,742.000	145,130.90
CRUSH CONCRETE PAVEMENT	SY	36,742.000	145,130.90
		34,678.100	136,978.52
		190.700	753.27
0036                          4310.18	140.00	4.000	560.00
18" FLARED-END SECTION	EACH	4.000	560.00
		4.000	560.00
		0.000	0.00
0037                          4310.54	800.00	2.000	1,600.00
54" FLARED-END SECTION	EACH	2.000	1,600.00
		2.000	1,600.00
		0.000	0.00
0038                          7017.00	2.00	1,085.000	2,170.00
REMOVE GUARDRAIL	LF	1,085.000	2,170.00
		1,085.000	2,170.00
		0.000	0.00
0039                          9110.01	75.00	40.000	3,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	40.000	3,000.00
		136.000	10,200.00
		0.000	0.00
0040                          9110.03	50.00	40.000	2,000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	40.000	2,000.00
		35.000	1,750.00
		0.000	0.00
0041                          9110.07	43.00	40.000	1,720.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	40.000	1,720.00
		75.000	3,225.00
		0.000	0.00
4001                          1125.01	1,050.00	0.000	0.00
CLEAR TRACT	EACH	1.000	1,050.00
clearing tract		1.000	1,050.00
		0.000	0.00
4003                          2010.03	16.75	0.000	0.00
CRUSHED ROCK SURFACE COURSE	TON	1,220.000	20,435.00
		1,787.660	29,943.31
		0.000	0.00
4004                          2009.51	195.00	0.000	0.00
CRUSHED ROCK EMBEDMENT	STA	31.000	6,045.00
		31.000	6,045.00
		0.000	0.00
4010                          1900.01	1.00	0.000	0.00
FUEL COST ADJUSTMENT	CY	2,000.000	2,000.00
spec. prov. for items #21 and#54		5,840.720	5,840.72
		0.000	0.00
4022                          9110.02	119.02	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	1,190.20
14G Caterpillar		57.500	6,843.65
		0.000	0.00
4023                          9110.06	168.95	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	10.000	1,689.50
330BL Caterpillar		73.500	12,417.83
		0.000	0.00
4024                          9110.11	94.92	0.000	0.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	10.000	949.20
D6M Caterpillar		78.500	7,451.22
		0.000	0.00
4025                          9110.12	254.84	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	10.000	2,548.40
627F Caterpillar		18.000	4,587.12
		0.000	0.00
4026                          9110.12	140.49	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	10.000	1,404.90
613C Caterpillar		13.000	1,826.37
		0.000	0.00
GROUP 1 GRADING		Contracted	1,296,173.80
		Current	1,333,486.00
		In place	1,537,646.36
		This Estimate	753.27
GROUP 3 CONCRETE PAVEMENT
0042                          0030.30	130,071.26	1.000	130,071.26
MOBILIZATION	LS	1.000	130,071.26
		1.000	130,071.26
		0.000	0.00
0043                          1020.01	14.00	76.000	1,064.00
DELINEATOR, TYPE I	EACH	76.000	1,064.00
		150.000	2,100.00
		34.000	476.00
0044                          1020.02	13.00	83.000	1,079.00
DELINEATOR, TYPE II	EACH	83.000	1,079.00
		116.000	1,508.00
		0.000	0.00
0045                          2001.03	13.00	688.000	8,944.00
GRAVEL SURFACE COURSE	TON	688.000	8,944.00
		0.000	0.00
		0.000	0.00
0046                          2020.50	15.20	14,050.000	213,560.00
SURFACING	SY	14,050.000	213,560.00
6"		11,798.100	179,331.12
		0.000	0.00
0047                          2020.51	19.80	14,616.000	289,396.80
SURFACING	SY	14,616.000	289,396.80
8"		12,186.800	241,298.64
		0.000	0.00
0048                          3017.40	18.90	7,448.000	140,767.20
CONCRETE CLASS 47B-3000 MEDIAN SURFACING	SY	7,448.000	140,767.20
		6,457.350	122,043.92
		0.000	0.00
0049                          3040.11	127.00	8.000	1,016.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	SY	8.000	1,016.00
		8.100	1,028.70
		0.000	0.00
0050                          3040.12	118.00	127.100	14,997.80
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	SY	127.100	14,997.80
		108.000	12,744.00
		0.000	0.00
0051                          3040.13	108.00	137.300	14,828.40
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	SY	137.300	14,828.40
		374.900	40,489.20
		0.000	0.00
0052                          3040.18	117.00	76.400	8,938.80
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH	SY	76.400	8,938.80
		117.400	13,735.80
		0.000	0.00
0053                          3075.41	21.70	11,268.000	244,515.60
9" CONCRETE PAVEMENT, CLASS 47B-3625	SY	0.000	0.00
		0.000	0.00
		0.000	0.00
0054                          3075.45	18.70	28,059.000	524,703.30
9" DOWELED CONCRETE PAVEMENT, CLASS 47B-3625	SY	0.000	0.00
		0.000	0.00
		0.000	0.00
0055                          3075.51	24.50	16,009.000	392,220.50
10" CONCRETE PAVEMENT, CLASS 47B-3625	SY	0.000	0.00
		0.000	0.00
		0.000	0.00
0056                          3075.55	20.50	31,960.000	655,180.00
10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3625	SY	24,774.000	507,867.00
		25,476.200	522,262.10
		0.000	0.00
0057                          3089.25	25.80	13,236.000	341,488.80
TEMPORARY SURFACING	SY	13,236.000	341,488.80
		20,816.700	537,070.86
		0.000	0.00
0058                          3221.05	103.00	101.200	10,423.60
CONCRETE PAVEMENT, CLASS PR-3625	SY	101.200	10,423.60
JOINT REPAIR		177.800	18,313.40
		0.000	0.00
0059                          3300.50	3,600.00	1.000	3,600.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	3,600.00
		0.000	0.00
		0.000	0.00
0060                          3300.85	38,000.00	1.000	38,000.00
CONCRETE QC/QA	LS	1.000	38,000.00
		0.000	0.00
		0.000	0.00
0061                          4003.00	0.90	1,750.000	1,575.00
CAST IRON COVER, FRAME, AND FLANGE	LB	1,750.000	1,575.00
		1,750.000	1,575.00
		1,750.000	1,575.00
0062                          4005.00	0.70	345.000	241.50
CAST IRON RING AND COVER	LB	345.000	241.50
		345.000	241.50
		345.000	241.50
0063                          4015.00	475.00	3.000	1,425.00
ADJUST MANHOLE TO GRADE	EACH	3.000	1,425.00
		3.000	1,425.00
		3.000	1,425.00
0064                          7500.32	185.00	4.000	740.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	4.000	740.00
		4.000	740.00
		0.000	0.00
0065                          7502.04	0.57	5,900.000	3,363.00
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4	LF	5,900.000	3,363.00
		0.000	0.00
		0.000	0.00
0066                          7502.14	2.90	5,900.000	17,110.00
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	LF	5,900.000	17,110.00
		5,841.000	16,938.90
		0.000	0.00
0067                          7508.04	5.70	3,075.000	17,527.50
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4	LF	3,075.000	17,527.50
		2,274.000	12,961.80
		0.000	0.00
0068                          7550.03	0.44	29,250.000	12,870.00
4" YELLOW EPOXY PAVEMENT MARKING	LF	29,250.000	12,870.00
		24,008.000	10,563.52
		725.000	319.00
0069                          7550.04	0.44	28,750.000	12,650.00
4" WHITE EPOXY PAVEMENT MARKING	LF	28,750.000	12,650.00
		25,886.000	11,389.84
		0.000	0.00
0070                          8029.84	2.05	35,982.000	73,763.10
BITUMINOUS FOUNDATION COURSE 4"	SY	35,982.000	73,763.10
		55,625.700	114,032.73
		0.000	0.00
0071                          8032.04	1.70	51,313.000	87,232.10
CRUSHED CONCRETE FOUNDATION COURSE 4"	SY	51,313.000	87,232.10
		36,799.400	62,558.98
		0.000	0.00
0072                          8060.05	85.00	79.000	6,715.00
GRANULAR SUBDRAIN	EACH	79.000	6,715.00
		76.000	6,460.00
		0.000	0.00
0073                          9005.55	28.10	2,000.000	56,200.00
ASPHALTIC CONCRETE, TYPE SP5(0.5)	TON	2,000.000	56,200.00
		1,749.250	49,153.93
		0.000	0.00
0074                          9021.01	182.00	104.000	18,928.00
PERFORMANCE GRADED BINDER (64-22)	TON	104.000	18,928.00
		92.360	16,809.52
		0.000	0.00
0075                          9111.00	10.00	349.000	3,490.00
WATER	MGAL	349.000	3,490.00
		61.000	610.00
		0.000	0.00
0076                          9170.00	90.00	66.589	5,993.01
EARTH SHOULDER CONSTRUCTION	STA	66.589	5,993.01
		57.500	5,175.00
		0.000	0.00
0077                          9173.20	1.15	87,295.000	100,389.25
SUBGRADE PREPARATION	SY	87,295.000	100,389.25
		92,425.200	106,289.04
		0.000	0.00
0078                          9179.33	0.36	45,139.000	16,250.04
COLD MILLING, CLASS 3	SY	45,139.000	16,250.04
		39,930.200	14,374.87
		0.000	0.00
0079                          9179.34	3.30	4,287.000	14,147.10
COLD MILLING, CLASS 4	SY	4,287.000	14,147.10
		7,742.000	25,548.60
		0.000	0.00
0080                          9179.54	1.10	45,139.000	49,652.90
COLD MILLING, CLASS 4	SY	45,139.000	49,652.90
TYPE A		39,930.200	43,923.22
		0.000	0.00
0081                          9179.56	2.08	20,235.000	42,088.80
COLD MILLING, CLASS 4	SY	20,235.000	42,088.80
TYPE B		20,562.200	42,769.38
		0.000	0.00
0082                          9185.75	28.50	234.280	6,676.98
RUMBLE STRIPS	STA	234.280	6,676.98
		283.350	8,075.48
		0.000	0.00
0083                          9186.00	1.25	10,940.000	13,675.00
CONCRETE SURFACE MILLING	SY	10,940.000	13,675.00
		9,875.400	12,344.26
		0.000	0.00
0084                          9188.50	21.40	567.000	12,133.80
SURFACING UNDER GUARDRAIL	SY	567.000	12,133.80
		529.200	11,324.88
		0.000	0.00
0085                          9300.01	25.00	2.000	50.00
ASPHALT CONCRETE THICKNESS CORE	EACH	2.000	50.00
		2.000	50.00
		2.000	50.00
4005                          3075.51	24.50	0.000	0.00
10" CONCRETE PAVEMENT, CLASS 47B-3625	SY	5,556.000	136,122.00
		5,897.700	144,493.65
		0.000	0.00
4006                          3075.55	20.50	0.000	0.00
10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3625	SY	35,245.000	722,522.50
		34,959.000	716,659.50
		0.000	0.00
4007                          3075.51	24.50	0.000	0.00
10" CONCRETE PAVEMENT, CLASS 47B-3625	SY	21,721.000	532,164.50
		26,092.200	639,258.90
		0.000	0.00
4021                          6990.04	5,188.79	0.000	0.00
TEMPORARY	LS	1.000	5,188.79
Install and Remove Temporary Asphalt Wedge		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	3,609,682.14
		Current	3,696,927.53
		In place	3,897,744.50
		This Estimate	4,086.50
GROUP 4 CULVERTS
0086                          P070.24	20.80	115.000	2,392.00
24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	115.000	2,392.00
		115.000	2,392.00
		0.000	0.00
0087                          P200.42	64.38	194.000	12,489.72
42" CULVERT PIPE, TYPE 2 OR 5	LF	194.000	12,489.72
		194.000	12,489.72
		0.000	0.00
0088                          P200.48	70.56	93.000	6,562.08
48" CULVERT PIPE, TYPE 2 OR 5	LF	93.000	6,562.08
		93.000	6,562.08
		0.000	0.00
0089                          P200.54	74.06	22.000	1,629.32
54" CULVERT PIPE, TYPE 2 OR 5	LF	22.000	1,629.32
		22.000	1,629.32
		0.000	0.00
0090                          P300.24	21.12	56.000	1,182.72
24" CULVERT PIPE, TYPE 3,4 OR 5	LF	56.000	1,182.72
		56.640	1,196.24
		0.000	0.00
0091                          P300.42	47.17	110.000	5,188.70
42" CULVERT PIPE, TYPE 3,4 OR 5	LF	110.000	5,188.70
		108.560	5,120.78
		0.000	0.00
0092                          P310.42	53.66	93.000	4,990.38
42" CULVERT PIPE, TYPE 2,4 OR 5	LF	93.000	4,990.38
		93.000	4,990.38
		0.000	0.00
0093                          P400.15	21.12	52.000	1,098.24
15" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	52.000	1,098.24
		52.000	1,098.24
		0.000	0.00
0094                          P400.18	23.59	223.000	5,260.57
18" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	223.000	5,260.57
		224.920	5,305.86
		0.000	0.00
0095                          P400.30	36.77	540.000	19,855.80
30" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	540.000	19,855.80
		540.000	19,855.80
		0.000	0.00
0096                          P400.36	56.75	143.000	8,115.25
36" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	143.000	8,115.25
		143.000	8,115.25
		0.000	0.00
0097                          0030.40	35,000.00	1.000	35,000.00
MOBILIZATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00
0098                          1043.50	1.85	5,540.000	10,249.00
RIPRAP FILTER FABRIC	SY	5,540.000	10,249.00
		5,355.300	9,907.31
		0.000	0.00
0099                          4012.25	1,637.70	1.000	1,637.70
RECONSTRUCT INLET	EACH	1.000	1,637.70
		1.000	1,637.70
		0.000	0.00
0100                          4015.50	2,039.40	1.000	2,039.40
RECONSTRUCT MANHOLE	EACH	1.000	2,039.40
		1.000	2,039.40
		0.000	0.00
0101                          4018.00	515.00	1.000	515.00
TAPPING EXISTING STRUCTURE	EACH	1.000	515.00
		1.000	515.00
		0.000	0.00
0102                          4018.50	309.00	1.000	309.00
TAPPING EXISTING PIPE	EACH	1.000	309.00
		1.000	309.00
		0.000	0.00
0103                          4020.25	45.94	66.000	3,032.04
CONCRETE DITCH LINING	SY	66.000	3,032.04
		66.000	3,032.04
		0.000	0.00
0104                          4035.00	102.80	6.000	616.80
REMOVE FLARED-END SECTION	EACH	6.000	616.80
		4.000	411.20
		-1.000	-102.80
0105                          4040.00	112.99	14.000	1,581.86
REMOVE HEADWALLS FROM CULVERTS	EACH	14.000	1,581.86
		14.000	1,581.86
		0.000	0.00
0106                          4044.00	719.35	1.000	719.35
PREPARATION OF STRUCTURE	EACH	1.000	719.35
AT STA. 38+62		1.000	719.35
		0.000	0.00
0107                          4044.01	719.35	1.000	719.35
PREPARATION OF STRUCTURE	EACH	1.000	719.35
AT STA. 410+55		1.000	719.35
		0.000	0.00
0108                          4044.02	3,082.90	1.000	3,082.90
PREPARATION OF STRUCTURE	EACH	1.000	3,082.90
AT STA. 1026+83		1.000	3,082.90
		0.000	0.00
0109                          4045.00	7,193.31	1.000	7,193.31
REMOVE STRUCTURE	EACH	1.000	7,193.31
AT STA. 407+58.1		1.000	7,193.31
		0.000	0.00
0110                          4050.01	6.18	1,098.000	6,785.64
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	1,098.000	6,785.64
		1,230.000	7,601.40
		114.000	704.52
0111                          4051.01	10.30	2,479.000	25,533.70
EXCAVATION FOR BOX CULVERTS	CY	2,479.000	25,533.70
		3,028.000	31,188.40
		-20.000	-206.00
0112                          4101.06	259.56	625.290	162,300.27
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	625.290	162,300.27
		620.010	160,929.79
		2.010	521.72
0113                          4105.59	594.31	5.310	3,155.79
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	5.310	3,155.79
		5.300	3,149.85
		0.000	0.00
0114                          4120.06	532.51	1.960	1,043.72
CLASS 47B-3000 OR AX-3000 FOR CONCRETE BOX CULVERT PLUG	CY	1.960	1,043.72
		1.960	1,043.72
		0.000	0.00
0115                          4130.06	635.51	1.010	641.87
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG	CY	1.010	641.87
		0.920	584.66
		0.000	0.00
0116                          4151.00	0.58	62,484.000	36,240.72
REINFORCING STEEL FOR BOX CULVERT	LB	62,484.000	36,240.72
		65,108.800	37,763.10
		2,624.800	1,522.38
0117                          4155.50	0.95	322.000	305.90
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	322.000	305.90
		322.000	305.90
		0.000	0.00
0118                          4310.15	156.36	1.000	156.36
15" FLARED-END SECTION	EACH	1.000	156.36
		1.000	156.36
		0.000	0.00
0119                          4310.18	170.46	1.000	170.46
18" FLARED-END SECTION	EACH	1.000	170.46
		1.000	170.46
		0.000	0.00
0120                          4310.24	177.57	5.000	887.85
24" FLARED-END SECTION	EACH	5.000	887.85
		5.000	887.85
		0.000	0.00
0121                          4310.30	282.22	5.000	1,411.10
30" FLARED-END SECTION	EACH	5.000	1,411.10
		6.000	1,693.32
		0.000	0.00
0122                          4310.36	391.71	2.000	783.42
36" FLARED-END SECTION	EACH	2.000	783.42
		2.000	783.42
		0.000	0.00
0123                          4310.42	574.74	6.000	3,448.44
42" FLARED-END SECTION	EACH	6.000	3,448.44
		6.000	3,448.44
		0.000	0.00
0124                          4310.48	679.08	2.000	1,358.16
48" FLARED-END SECTION	EACH	2.000	1,358.16
		2.000	1,358.16
		0.000	0.00
0125                          4310.54	782.59	1.000	782.59
54" FLARED-END SECTION	EACH	1.000	782.59
		1.000	782.59
		0.000	0.00
0126                          4670.05	103.00	90.000	9,270.00
CULVERT SANDFILL	CY	90.000	9,270.00
		90.000	9,270.00
		0.000	0.00
0127                          6104.00	14.42	3,964.000	57,160.88
BROKEN CONCRETE RIPRAP	TON	3,964.000	57,160.88
		3,854.000	55,574.68
		0.000	0.00
4008                          2015.02	25.96	0.000	0.00
CRUSHED ROCK BEDDING	CY	200.000	5,192.00
		60.000	1,557.60
		0.000	0.00
4009                          2015.02	25.96	0.000	0.00
CRUSHED ROCK BEDDING	CY	200.000	5,192.00
		282.400	7,331.10
		0.000	0.00
4011                          4822.54	460.60	0.000	0.00
JACKING 54" REINFORCED CONCRETE SEWER PIPE, CLASS IV	LF	60.000	27,636.00
		60.000	27,636.00
		0.000	0.00
4012                          P128.54	150.40	0.000	0.00
54" CULVERT PIPE, TYPE 2 CLASS IV	LF	60.000	9,024.00
		60.000	9,024.00
		0.000	0.00
4013                          P120.54	71.90	0.000	0.00
54" CULVERT PIPE, TYPE 2	LF	28.000	2,013.20
		28.000	2,013.20
		0.000	0.00
4014                          0030.50		1.000
MOBILIZATION	LS	2.000	0.00
		1.000	1,800.00
		0.000	0.00
4015                          9300.25	1,000.00	0.000	0.00
PRIME CONTRACTOR ADMINISTRATIVE COSTS	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	446,897.35
		Current	498,754.55
		In place	501,958.09
		This Estimate	2,439.82
GROUP 5 SEEDING
0128                          L001.01	670.00	53.000	35,510.00
SEEDING, TYPE A	ACRE	53.000	35,510.00
		62.520	41,888.40
		0.000	0.00
0129                          L001.02	460.00	13.000	5,980.00
SEEDING, TYPE B	ACRE	13.000	5,980.00
		14.000	6,440.00
		0.000	0.00
0130                          L020.02	1.55	1,723.000	2,670.65
EROSION CONTROL, TYPE B	SY	1,723.000	2,670.65
		1,056.000	1,636.80
		0.000	0.00
0131                          L032.75	55.00	150.000	8,250.00
MULCH	TON	150.000	8,250.00
		161.430	8,878.65
		0.000	0.00
0132                          0030.50	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	52,910.65
		Current	52,910.65
		In place	59,343.85
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 412+48.696
0151                          0030.60	119,000.00	1.000	119,000.00
MOBILIZATION	LS	1.000	119,000.00
		1.000	119,000.00
		0.000	0.00
0152                          3050.15	189.00	412.700	78,000.30
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	412.700	78,000.30
		412.700	78,000.30
		0.000	0.00
0153                          3051.10	0.52	41,915.000	21,795.80
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	41,915.000	21,795.80
		41,916.000	21,796.32
		0.000	0.00
0154                          6000.10	2,060.00	1.000	2,060.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,060.00
		1.000	2,060.00
		0.000	0.00
0155                          6000.11	2,060.00	1.000	2,060.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,060.00
		1.000	2,060.00
		0.000	0.00
0156                          6000.20	4,100.00	1.000	4,100.00
PIER NO.1 EXCAVATION	LS	1.000	4,100.00
		1.000	4,100.00
		0.000	0.00
0157                          6005.60	442.90	20.000	8,858.00
ELASTOMERIC BEARING	EACH	20.000	8,858.00
		20.000	8,858.00
		0.000	0.00
0158                          6010.22	283.25	408.100	115,594.33
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	408.100	115,594.33
		408.100	115,594.34
		0.000	0.00
0159                          6010.28	278.10	769.700	214,053.57
CLASS 47BD-5000 CONCRETE FOR BRIDGE	CY	769.700	214,053.57
		784.700	218,225.08
		0.000	0.00
0160                          6011.11	310,000.00	1.000	310,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	310,000.00
AT STA. 412+48.696		1.000	310,000.00
		0.000	0.00
0161                          6013.76	1.08	75,000.000	81,000.00
POST-TENSIONING	LF	75,000.000	81,000.00
		75,000.000	81,000.00
		0.000	0.00
0162                          6080.00	1.44	8,525.000	12,276.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	8,525.000	12,276.00
		8,525.000	12,276.00
		0.000	0.00
0163                          6095.00	515.00	54.000	27,810.00
STEEL DIAPHRAGM	EACH	54.000	27,810.00
		54.000	27,810.00
		0.000	0.00
0164                          6107.00	35.90	1,266.700	45,474.53
CONCRETE SLOPE PROTECTION	SY	1,266.700	45,474.53
		1,266.700	45,474.53
		0.000	0.00
0165                          6131.50	0.52	194,775.000	101,283.00
EPOXY COATED REINFORCING STEEL	LB	194,775.000	101,283.00
		194,775.000	101,283.00
		0.000	0.00
0166                          6139.50	18.54	181.000	3,355.74
SUBSURFACE DRAINAGE MATTING	SY	181.000	3,355.74
		181.000	3,355.74
		0.000	0.00
0167                          6210.12	13.65	2,060.000	28,119.00
HP 10"X42# STEEL PILING	LF	2,060.000	28,119.00
		2,060.000	28,119.00
		0.000	0.00
0168                          6210.14	16.74	4,410.000	73,823.40
HP 12"X53# STEEL PILING	LF	4,410.000	73,823.40
		4,410.000	73,823.40
		0.000	0.00
0169                          6601.15	5.15	756.000	3,893.40
1 1/2" CONDUIT IN BRIDGE	LF	756.000	3,893.40
		756.000	3,893.40
		0.000	0.00
0170                          8091.00	19.57	520.000	10,176.40
GRANULAR BACKFILL	CY	520.000	10,176.40
		520.000	10,176.40
		0.000	0.00
4016                          1009.99	12,027.33	0.000	0.00
EXCAVATION	LS	1.000	12,027.33
		1.000	12,027.33
		0.000	0.00
4017                          6086.00	1.722	0.000	0.00
STRUCTURAL STEEL	LB	5,750.000	9,901.50
		5,750.000	9,901.50
		0.000	0.00
4018                          6618.25	2,415.00	0.000	0.00
GIRDER REPAIR	LS	1.000	2,415.00
EPOXY INJECTION OF CRACKS		1.000	2,415.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 412+48.696		Contracted	1,262,733.46
		Current	1,287,077.29
		In place	1,291,249.34
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 1016+00
0171                          0030.60	4,600.00	1.000	4,600.00
MOBILIZATION	LS	1.000	4,600.00
		1.000	4,600.00
		0.000	0.00
0172                          6004.50	160.00	229.800	36,768.00
EXPANSION JOINT	LF	229.800	36,768.00
		234.000	37,440.00
		0.000	0.00
0173                          6030.00	10,000.00	1.000	10,000.00
PREPARATION OF BRIDGE	EACH	1.000	10,000.00
AT STA. 1016+00		1.000	10,000.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 1016+00		Contracted	51,368.00
		Current	51,368.00
		In place	52,040.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0174                          0030.70	1,030.00	1.000	1,030.00
MOBILIZATION	LS	1.000	1,030.00
		1.000	1,030.00
		0.000	0.00
0175                          7011.20	15.45	1,000.000	15,450.00
W-BEAM GUARDRAIL	LF	1,000.000	15,450.00
		962.000	14,862.90
		0.000	0.00
0176                          7020.00	1,287.00	4.000	5,148.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,148.00
		4.000	5,148.00
		0.000	0.00
0177                          7024.25	2,317.00	4.000	9,268.00
GUARDRAIL END TREATMENT, TYPE I	EACH	4.000	9,268.00
		4.000	9,268.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	30,896.00
		Current	30,896.00
		In place	30,308.90
		This Estimate	0.00
GROUP 8B ELECTRICAL
0178                          A001.01	515.00	20.000	10,300.00
PULL BOX, TYPE PB-1	EACH	20.000	10,300.00
		21.000	10,815.00
		0.000	0.00
0179                          A001.02	470.00	7.000	3,290.00
PULL BOX, TYPE PB-1A	EACH	7.000	3,290.00
		7.000	3,290.00
		0.000	0.00
0180                          A001.06	679.00	2.000	1,358.00
PULL BOX, TYPE PB-2A	EACH	2.000	1,358.00
		2.000	1,358.00
		0.000	0.00
0181                          A001.12	412.00	11.000	4,532.00
PULL BOX, TYPE PB-5	EACH	11.000	4,532.00
		13.000	5,356.00
		0.000	0.00
0182                          A004.00	870.00	22.000	19,140.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	22.000	19,140.00
		22.000	19,140.00
		0.000	0.00
0183                          A004.04	1,700.00	2.000	3,400.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	2.000	3,400.00
		2.000	3,400.00
		0.000	0.00
0184                          A004.10	927.00	1.000	927.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	1.000	927.00
		1.000	927.00
		0.000	0.00
0185                          A004.20	695.00	3.000	2,085.00
TRAFFIC SIGNAL, TYPE TS-1L	EACH	3.000	2,085.00
		3.000	2,085.00
		0.000	0.00
0186                          A004.40	484.00	2.000	968.00
TRAFFIC SIGNAL, TYPE TS-2	EACH	2.000	968.00
		2.000	968.00
		0.000	0.00
0187                          A006.85	520.00	2.000	1,040.00
PEDESTAL POLE, TYPE PP-10	EACH	2.000	1,040.00
		2.000	1,040.00
		0.000	0.00
0188                          A006.98	175.00	30.000	5,250.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	30.000	5,250.00
		31.000	5,425.00
		0.000	0.00
0189                          A007.00	195.00	12.000	2,340.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	12.000	2,340.00
		12.000	2,340.00
		0.000	0.00
0190                          A007.08	420.00	3.000	1,260.00
VEHICLE DETECTOR, TYPE TD-3	EACH	3.000	1,260.00
		3.000	1,260.00
		0.000	0.00
0191                          A008.76	1,130.00	3.000	3,390.00
STREET LIGHTING UNIT, TYPE SL-S-40-4-0.20	EACH	3.000	3,390.00
		3.000	3,390.00
		0.000	0.00
0192                          A009.16	1,494.00	74.000	110,556.00
STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20	EACH	74.000	110,556.00
		77.000	115,038.00
		0.000	0.00
0193                          A011.65	4,150.00	1.000	4,150.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-40-12	EACH	1.000	4,150.00
		1.000	4,150.00
		0.000	0.00
0194                          A012.05	4,120.00	1.000	4,120.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-45-12	EACH	1.000	4,120.00
		1.000	4,120.00
		0.000	0.00
0195                          A012.90	6,140.00	1.000	6,140.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-60-12	EACH	1.000	6,140.00
		1.000	6,140.00
		0.000	0.00
0196                          A016.65	3,450.00	3.000	10,350.00
MAST ARM SIGNAL POLE, TYPE MP-45	EACH	3.000	10,350.00
		3.000	10,350.00
		0.000	0.00
0197                          A016.70	4,000.00	1.000	4,000.00
MAST ARM SIGNAL POLE, TYPE MP-50	EACH	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0198                          A016.75	4,740.00	1.000	4,740.00
MAST ARM SIGNAL POLE, TYPE MP-55	EACH	1.000	4,740.00
		1.000	4,740.00
		0.000	0.00
0199                          A016.80	4,945.00	2.000	9,890.00
MAST ARM SIGNAL POLE, TYPE MP-60	EACH	2.000	9,890.00
		2.000	9,890.00
		0.000	0.00
0200                          A030.00	390.00	1.000	390.00
FUSED DISCONNECT	EACH	1.000	390.00
		1.000	390.00
		0.000	0.00
0201                          A070.10	2.58	14,269.000	36,814.02
1 1/2-INCH CONDUIT IN TRENCH	LF	14,269.000	36,814.02
		15,636.000	40,340.88
		-509.000	-1,313.22
0202                          A070.14	3.20	4,010.000	12,832.00
2-INCH CONDUIT IN TRENCH	LF	4,010.000	12,832.00
		5,399.000	17,276.80
		0.000	0.00
0203                          A072.10	4.80	1,045.000	5,016.00
1 1/2-INCH CONDUIT UNDER ROADWAY	LF	1,045.000	5,016.00
		1,144.000	5,491.20
		-6.000	-28.80
0204                          A072.14	5.40	1,144.000	6,177.60
2-INCH CONDUIT UNDER ROADWAY	LF	1,144.000	6,177.60
		1,144.000	6,177.60
		0.000	0.00
0205                          A072.18	7.20	136.000	979.20
3-INCH CONDUIT UNDER ROADWAY	LF	136.000	979.20
		136.000	979.20
		0.000	0.00
0206                          A077.13	0.72	777.000	559.44
3/C #14 AWG TRAFFIC SIGNAL CABLE	LF	777.000	559.44
		777.000	559.44
		0.000	0.00
0207                          A077.17	1.00	3,114.000	3,114.00
7/C #14 AWG TRAFFIC SIGNAL CABLE	LF	3,114.000	3,114.00
		3,114.000	3,114.00
		0.000	0.00
0208                          A077.22	1.42	1,349.000	1,915.58
12/C #14 AWG TRAFFIC SIGNAL CABLE	LF	1,349.000	1,915.58
		1,349.000	1,915.58
		0.000	0.00
0209                          A079.01	0.72	2,970.000	2,138.40
2/C #14 AWG DETECTOR LEAD-IN CABLE	LF	2,970.000	2,138.40
		2,970.000	2,138.40
		0.000	0.00
0210                          A079.50	0.52	4,933.000	2,565.16
GROUNDING CONDUCTOR	LF	4,933.000	2,565.16
		5,963.000	3,100.76
		0.000	0.00
0211                          A079.55	0.62	1,436.000	890.32
SERVICE CABLE	LF	1,436.000	890.32
		4,756.000	2,948.72
		0.000	0.00
0212                          A080.22	0.57	15,414.000	8,785.98
STREET LIGHTING CABLE, NO. 6 BARE	LF	15,414.000	8,785.98
		16,100.000	9,177.00
		0.000	0.00
0213                          A080.24	0.62	30,828.000	19,113.36
STREET LIGHTING CABLE, NO. 6 USE	LF	30,828.000	19,113.36
		35,764.000	22,173.68
		0.000	0.00
0214                          A500.20	1,600.00	2.000	3,200.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	2.000	3,200.00
		2.000	3,200.00
		0.000	0.00
0215                          A610.00	2,200.00	1.000	2,200.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	2,200.00
AT N-370 & N-50		1.000	2,200.00
		0.000	0.00
0216                          A700.20	825.00	3.000	2,475.00
RELOCATE STREET LIGHTING UNIT	EACH	3.000	2,475.00
		1.000	825.00
		0.000	0.00
0217                          0003.75	6,700.00	1.000	6,700.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	6,700.00
AT N-370 & N-50 DETOUR		1.000	6,700.00
		0.000	0.00
0218                          0003.76	4,300.00	1.000	4,300.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	4,300.00
AT N-50 & PRAIRIE CORNERS ROAD		1.000	4,300.00
		0.000	0.00
0219                          0030.81	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
4002                          0003.75	1,585.50	0.000	0.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	1,585.50
		1.000	1,585.50
		0.000	0.00
4019                          0003.75	2,997.75	0.000	0.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	2,997.75
relocate traffic signal north of present location		1.000	2,997.75
		0.000	0.00
4020                          0003.82	10,309.79	0.000	0.00
INSTALL TEMPORARY TRAFFIC SIGNAL	LS	1.000	10,309.79
Temp. Traffic Signal		1.000	10,309.79
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	338,392.06
		Current	353,285.10
		In place	372,123.30
		This Estimate	-1,342.02
GROUP 8C SIGNING
0220                          A010.08	980.00	4.000	3,920.00
LUMINAIRE, TYPE HPS-150	EACH	4.000	3,920.00
		4.000	3,920.00
		0.000	0.00
0221                          0030.82	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
0222                          7312.00	28,430.00	1.000	28,430.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	28,430.00
9		1.000	28,430.00
		0.000	0.00
0223                          7312.01	16,900.00	1.000	16,900.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	16,900.00
10		1.000	16,900.00
		0.000	0.00
0224                          7312.02	16,900.00	1.000	16,900.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	16,900.00
14		1.000	16,900.00
		0.000	0.00
0225                          7322.01	78.00	164.889	12,861.34
TYPE B SIGN	SY	164.889	12,861.34
		164.900	12,862.20
		0.000	0.00
0226                          7340.00	1.16	8,286.000	9,611.76
STRUCTURAL STEEL FOR SIGN SUPPORTS	LB	8,286.000	9,611.76
		8,286.000	9,611.76
		0.000	0.00
0227                          7360.24	175.00	26.000	4,550.00
24" SIGN SUPPORT FOOTING	EACH	26.000	4,550.00
		26.000	4,550.00
		0.000	0.00
0228                          7360.30	2,569.00	8.000	20,552.00
30" SIGN SUPPORT FOOTING	EACH	8.000	20,552.00
		8.000	20,552.00
		0.000	0.00
GROUP 8C SIGNING		Contracted	114,225.10
		Current	114,225.10
		In place	113,725.96
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0229                          0001.08	0.50	47,554.000	23,777.00
BARRICADE, TYPE II	BDAY	47,554.000	23,777.00
		98,148.000	49,074.00
		90.000	45.00
0230                          0001.10	0.94	14,730.000	13,846.20
BARRICADE, TYPE III	BDAY	14,730.000	13,846.20
		52,529.000	49,377.26
		92.000	86.48
0231                          0001.30	0.26	4,403.000	1,144.78
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	4,403.000	1,144.78
		4,605.000	1,197.30
		39.000	10.14
0232                          0001.90	0.04	57,967.000	2,318.68
SIGN DAY	EACH	57,967.000	2,318.68
		86,618.000	3,464.72
		302.000	12.08
0233                          0002.30	0.12	51,500.000	6,180.00
PAVEMENT MARKING REMOVAL	LF	51,500.000	6,180.00
		34,961.000	4,195.32
		3,714.000	445.68
0234                          0002.44	0.10	77,500.000	7,750.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	LF	77,500.000	7,750.00
		150,168.000	15,016.80
		0.000	0.00
0235                          0002.47	0.02	65,000.000	1,300.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	65,000.000	1,300.00
		2,431.000	48.62
		0.000	0.00
0236                          0002.97	5.41	1,036.000	5,604.76
FLASHING ARROW PANEL	DAY	1,036.000	5,604.76
		375.000	2,028.75
		0.000	0.00
0237                          0003.10	238.00	160.000	38,080.00
FLAGGING	DAY	160.000	38,080.00
		122.000	29,036.00
		0.000	0.00
0238                          0010.04	720.00	1.000	720.00
FIELD OFFICE	EACH	1.000	720.00
		1.000	720.00
		0.000	0.00
0239                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.02
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	110,721.42
		Current	110,721.42
		In place	164,158.79
		This Estimate	599.38
Totals for contract		Contracted	7,313,999.99
		Current	7,527,851.65
		In place	8,020,299.09
		This Estimate	6,536.95