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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0805 COHRON & SON, INC./A. M.
Contract ID:	6668
Estimate Number:	0047
Pay Period End Date:	03.15.2003

Contract Location:
BRADY EAST	Estimate Type:	PROG
Contractor:
COHRON & SON, INC./A. M.	Date Let:	08.31.2000
62180 GREAT RIVER RD	Date Awarded:	09.12.2000
PO BOX 479	Date Contract Executed:	09.18.2000
	Date Notice to Proceed:	10.02.2000
ATLANTIC IA 50022	Date Work Began:	10.02.2000
Phone:	Date Physical Work Completed:
(712)243-2448	Date Accepted:
Escrow Agent:
Surety Co:
WASHINGTON INTERNATIONAL INSURANCE COMPANY

Counties
LINCOLN

Project Number		PCT			Fed State Project Number		Description
60668 000		0.000			EACIM-80-4(80)		CONC PAVE BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,865,360.24	$3,815,730.92	$49,629.32
$3,962,706.59	Stockpiled Materials	$-.01	$49.97	$-49.98
Original Contract Amt	Gross Earnings	$3,865,360.23	$3,815,780.89	$49,579.34
$3,516,940.62	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.54%	Net Earnings	$3,840,360.23	$3,790,780.89	$49,579.34
	Liquidated Damages	-$2,200.00	$.00	-$2,200.00
	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	-$2,200.00	$.00	-$2,200.00
	Payment	$3,838,160.23	$3,790,780.89	$47,379.34
Project Manager			Div. Head/Dist. Eng.
Brinker, Gary	03.17.2003		O'Donnell, Les	03.18.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	03.18.2003
Controller Div. Processed
Burling, Laurie	03.18.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	2,288.71	1415
		EPOXY COATED RE-STEEL FOR PMT APPROA
0041	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	4,972.95	1415
		EPOXY COATED RE-STEEL
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	4,980.69	1416
		EPOXY COATED RESTEEL
		Total for estimate 0005:	12,242.35
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0037	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	97,875.00	25738
		PRESTRESSED CONCRETE GIRDERS
0041	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-317.50	1415
		EPOXY COATED RE-STEEL
		Total for estimate 0007:	97,557.50
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-553.77	1415
		EPOXY COATED RE-STEEL
		Total for estimate 0008:	-553.77
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-975.04	1415
		EPOXY COATED RE-STEEL
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-317.50	1416
		EPOXY COATED RESTEEL
		Total for estimate 0009:	-1,292.54
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,183.48	1416
		EPOXY COATED RESTEEL
		Total for estimate 0010:	-1,183.48
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-345.34	1416
		EPOXY COATED RESTEEL
		Total for estimate 0011:	-345.34
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0037	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-39,150.00	25738
		PRESTRESSED CONCRETE GIRDERS
0041	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-902.42	1415
		EPOXY COATED RE-STEEL
0044	6610.45	STRIP SEALS
		S.P. Initial Payment	8,953.56	19759
		STRIP SEALS
0073	6610.45	STRIP SEALS
		S.P. Initial Payment	8,953.56	19759
		STRIP SEALS
		Total for estimate 0015:	-22,145.30
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0037	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-52,852.50	25738
		PRESTRESSED CONCRETE GIRDERS
0041	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-359.89	1415
		EPOXY COATED RE-STEEL
		Total for estimate 0016:	-53,212.39
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0037	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-2,936.25	25738
		PRESTRESSED CONCRETE GIRDERS
0041	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,789.40	1415
		EPOXY COATED RE-STEEL
		Total for estimate 0017:	-4,725.65
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-74.93	1415
		EPOXY COATED RE-STEEL
		Total for estimate 0018:	-74.93
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-2,288.71	1415
		EPOXY COATED RE-STEEL FOR PMT APPROA
		Total for estimate 0019:	-2,288.71
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0037	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-2,936.25	25738
		PRESTRESSED CONCRETE GIRDERS
		Total for estimate 0020:	-2,936.25
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6610.45	STRIP SEALS
		S.P. Adjustment	-4,451.79	19759
		STRIP SEALS
		Total for estimate 0024:	-4,451.79
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6610.45	STRIP SEALS
		S.P. Adjustment	-4,451.79	19759
		STRIP SEALS
		Total for estimate 0025:	-4,451.79
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0063	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	39,094.19	E17907
		EXPANSION BEARING, TFE TYPE
0067	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	79,276.00	PO 2548
		PRECAST/PRESTRESSED CONC SUPRSTR
		Total for estimate 0028:	118,370.19
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-62.95	1416
		EPOXY COATED RESTEEL
		Total for estimate 0030:	-62.95
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0063	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-1,480.84	E17907
		EXPANSION BEARING, TFE TYPE
0067	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-19,819.00	PO 2548
		PRECAST/PRESTRESSED CONC SUPRSTR
4008	6602.10	DEICING SYSTEM
		S.P. Initial Payment	65,720.00	032002
		DEICING SYSTEM MATERIAL
		Total for estimate 0031:	44,420.16
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-62.95	1416
		EPOXY COATED RESTEEL
		Total for estimate 0032:	-62.95
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0063	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-16,289.25	E17907
		EXPANSION BEARING, TFE TYPE
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-419.74	1416
		EPOXY COATED RESTEEL
4008	6602.10	DEICING SYSTEM
		S.P. Initial Payment	3,688.99	481963
		DEICING SYSTEM MATERIAL
		Total for estimate 0033:	-13,020.00
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0063	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-16,585.41	E17907
		EXPANSION BEARING, TFE TYPE
0067	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-49,943.88	PO 2548
		PRECAST/PRESTRESSED CONC SUPRSTR
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-949.51	1416
		EPOXY COATED RESTEEL
		Total for estimate 0034:	-67,478.80
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0063	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-3,554.02	E17907
		EXPANSION BEARING, TFE TYPE
0067	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-5,549.32	PO 2548
		PRECAST/PRESTRESSED CONC SUPRSTR
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,394.65	1416
		EPOXY COATED RESTEEL
		Total for estimate 0035:	-10,497.99
Est Nbr:	0036
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0063	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-1,184.67	E17907
		EXPANSION BEARING, TFE TYPE
0067	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-3,963.80	PO 2548
		PRECAST/PRESTRESSED CONC SUPRSTR
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-244.58	1416
		EPOXY COATED RESTEEL
		Total for estimate 0036:	-5,393.05
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	6610.45	STRIP SEALS
		S.P. Adjustment	-4,476.78	19759
		STRIP SEALS
		Total for estimate 0039:	-4,476.78
Est Nbr:	0043
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	6610.45	STRIP SEALS
		S.P. Adjustment	-4,476.78	19759
		STRIP SEALS
		Total for estimate 0043:	-4,476.78
Est Nbr:	0045
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
4008	6602.10	DEICING SYSTEM
		S.P. Adjustment	-59,148.00	032002
		DEICING SYSTEM MATERIAL
		S.P. Adjustment	-3,320.09	481963
		DEICING SYSTEM MATERIAL
		Total for estimate 0045:	-62,468.09
Est Nbr:	0046
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
4008	6602.10	DEICING SYSTEM
		S.P. Adjustment	-6,572.00	032002
		DEICING SYSTEM MATERIAL
		S.P. Adjustment	-368.90	481963
		DEICING SYSTEM MATERIAL
		Total for estimate 0046:	-6,940.90
Est Nbr:	0047
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6610.45	STRIP SEALS
		S.P. Adjustment	-49.98	19759
		STRIP SEALS
		Total for estimate 0047:	-49.98
		Total remaining for contract:	-0.01

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6 BRIDGE AT STATION 1307+65
4005                          4976.05	493.24	0.000	0.00
ADDITIONAL WORK	LS	1.000	493.24
ANCHOR BOLT REPLACEMENT		1.000	493.24
		0.000	0.00
GROUP 6 BRIDGE AT STATION 1307+65		Contracted	0.00
		Current	493.24
		In place	493.24
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0001                          L001.02	650.00	3.000	1,950.00
SEEDING, TYPE B	ACRE	3.000	1,950.00
		6.340	4,121.00
		0.163	105.95
0002                          L020.00	1.25	2,620.000	3,275.00
EROSION CONTROL	SY	2,620.000	3,275.00
		2,401.780	3,002.22
		5.330	6.66
0003                          L022.75	12.50	40.000	500.00
TEMPORARY SILT CHECK	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0004                          L032.75	65.00	5.000	325.00
MULCH	TON	5.000	325.00
		5.620	365.30
		0.000	0.00
0005                          0030.90	7,000.00	1.000	7,000.00
MOBILIZATION	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0006                          1101.00	10.00	1,062.000	10,620.00
REMOVE PAVEMENT	SY	1,062.000	10,620.00
		982.388	9,823.88
		-41.630	-416.30
0007                          2020.50	48.00	380.000	18,240.00
SURFACING	SY	380.000	18,240.00
12"		465.660	22,351.68
		0.000	0.00
0008                          3008.05	10.00	86.000	860.00
TIE BARS	EACH	86.000	860.00
		88.000	880.00
		0.000	0.00
0009                          4018.00	500.00	1.000	500.00
TAPPING EXISTING STRUCTURE	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0010                          7100.00	3.50	460.000	1,610.00
RIGHT-OF-WAY FENCE	LF	460.000	1,610.00
		636.000	2,226.00
		636.000	2,226.00
0011                          7103.00	130.00	8.000	1,040.00
END POSTS	EACH	8.000	1,040.00
		8.000	1,040.00
		0.000	0.00
0012                          7104.00	180.00	4.000	720.00
PULL POSTS	EACH	4.000	720.00
		4.000	720.00
		4.000	720.00
0013                          7105.00	180.00	4.000	720.00
CORNER POSTS	EACH	4.000	720.00
		4.000	720.00
		0.000	0.00
0014                          9188.25	47.20	5,147.000	242,938.40
MEDIAN CROSSOVER SURFACING	SY	5,147.000	242,938.40
		5,408.330	255,273.18
		0.000	0.00
0015                          9188.50	24.00	591.000	14,184.00
SURFACING UNDER GUARDRAIL	SY	591.000	14,184.00
		433.490	10,403.76
		0.000	0.00
0104                          4035.90	315.00	0.000	0.00
REMOVE AND REINSTALL FLARED-END SECTION	EACH	3.000	945.00
		3.000	945.00
		0.000	0.00
0105                          4039.20	21.00	0.000	0.00
REMOVE AND RELAY CULVERT PIPE	LF	10.000	210.00
REMOVE AND RELAY 18" R.C.P.		6.000	126.00
		0.000	0.00
0106                          4300.18	46.20	0.000	0.00
18" CULVERT PIPE	LF	34.000	1,570.80
STATE FURNISHED REINFORCED CONCRETE PIPE		30.000	1,386.00
		0.000	0.00
4001                          0030.20		1.000
MOBILIZATION	LS	2.000	0.00
ADDITIONAL MOBILIZATION FOR SEEDING CROSSOVERS		1.000	892.50
		0.000	0.00
4004                          A900.10	3,202.68	0.000	0.00
ADDITIONAL WORK	EACH	1.000	3,202.68
Additional Work on East Crossover		1.000	3,202.68
		0.000	0.00
4011                          7075.15	150.00	0.000	0.00
VEHICLE GATE	EACH	1.000	150.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	304,482.40
		Current	310,453.38
		In place	324,479.20
		This Estimate	2,642.31
GROUP 6 BRIDGE AT STA. 1307+65.00
0016                          A400.02	6,500.00	1.000	6,500.00
WEATHER INFORMATION SENSOR	EACH	1.000	6,500.00
		0.000	0.00
		0.000	0.00
0017                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.000	0.00
0018                          3050.15	185.00	185.400	34,299.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	185.400	34,299.00
		185.400	34,299.00
		-20.230	-3,742.55
0019                          3051.10	0.56	21,340.000	11,950.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	21,340.000	11,950.40
		21,340.000	11,950.40
		0.000	0.00
0020                          6000.10	3,000.00	1.000	3,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0021                          6000.11	3,000.00	1.000	3,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0022                          6000.60	12,000.00	1.000	12,000.00
PIER NO.1 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0023                          6000.61	12,000.00	1.000	12,000.00
PIER NO.2 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0024                          6000.62	12,000.00	1.000	12,000.00
PIER NO.3 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0025                          6001.50	6,000.00	1.000	6,000.00
BENT NO.1 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0026                          6001.51	6,000.00	1.000	6,000.00
BENT NO.2 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0027                          6001.52	6,000.00	1.000	6,000.00
BENT NO.3 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0028                          6001.53	6,000.00	1.000	6,000.00
BENT NO.4 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0029                          6001.54	6,000.00	1.000	6,000.00
BENT NO.5 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0030                          6001.55	6,000.00	1.000	6,000.00
BENT NO.6 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0031                          6001.56	6,000.00	1.000	6,000.00
BENT NO.7 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0032                          6001.57	6,000.00	1.000	6,000.00
BENT NO.8 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0033                          6005.78	380.00	132.000	50,160.00
EXPANSION BEARING, TFE TYPE	EACH	132.000	50,160.00
		132.000	50,160.00
		0.000	0.00
0034                          6005.83	96.00	12.000	1,152.00
FIXED BEARING	EACH	12.000	1,152.00
		12.000	1,152.00
		0.000	0.00
0035                          6010.22	550.00	202.600	111,430.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	202.600	111,430.00
		249.300	137,115.00
		-17.490	-9,619.50
0036                          6010.26	380.00	1,271.300	483,094.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	1,271.300	483,094.00
		1,271.300	483,094.00
		16.460	6,254.80
0037                          6011.11	226,000.00	1.000	226,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	226,000.00
AT STA. 1307+21		1.000	226,000.00
		0.000	0.00
0038                          6030.00	68,000.00	1.000	68,000.00
PREPARATION OF BRIDGE	EACH	1.000	68,000.00
AT STA. 1307+21		1.000	68,000.00
		0.000	0.00
0039                          6080.00	1.80	3,485.000	6,273.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	3,485.000	6,273.00
		3,485.000	6,273.00
		0.000	0.00
0040                          6104.00	14.00	1,028.000	14,392.00
BROKEN CONCRETE RIPRAP	TON	1,028.000	14,392.00
		1,028.000	14,392.00
		0.000	0.00
0041                          6131.50	0.56	262,670.000	147,095.20
EPOXY COATED REINFORCING STEEL	LB	262,670.000	147,095.20
		262,670.000	147,095.19
		0.000	0.00
0042                          6139.50	24.00	72.000	1,728.00
SUBSURFACE DRAINAGE MATTING	SY	72.000	1,728.00
		66.980	1,607.52
		0.000	0.00
0043                          6200.00	26.00	1,650.000	42,900.00
CONCRETE PILING	LF	1,650.000	42,900.00
		1,271.800	33,066.80
		0.000	0.00
0044                          6610.45	98.00	125.400	12,289.20
STRIP SEALS	LF	125.400	12,289.20
		125.400	12,289.20
		0.700	68.60
0045                          6616.65	140.00	80.000	11,200.00
BEARING DEVICE REPLACEMENT	EACH	80.000	11,200.00
		80.000	11,200.00
		0.000	0.00
0046                          8091.00	22.00	170.000	3,740.00
GRANULAR BACKFILL	CY	170.000	3,740.00
		170.000	3,740.00
		0.000	0.00
0108                          6200.50	15.60	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	LF	200.000	3,120.00
		196.600	3,066.96
		0.000	0.00
0109                          3300.03	-7,062.50	0.000	0.00
DEDUCTION	LS	1.000	-7,062.50
		1.000	-7,062.50
		0.000	0.00
0111                          6999.00	58,725.00	0.000	0.00
STOCKPILED MATERIAL	LS	1.000	58,725.00
STOCKPILED GIRDERS		0.000	0.00
		0.000	0.00
4002                          3300.03	7,062.50	0.000	0.00
DEDUCTION	LS	1.000	7,062.50
REMAINING DEDUCTION FOR GIRDER LOW COMPRESSIVE STRENGTH LETTER FROM BUDDY CAPLES MARCH 29, 2001		0.000	0.00
		0.000	0.00
4003                          3300.03	-7,062.50	0.000	0.00
DEDUCTION	LS	1.000	-7,062.50
DEDUCTION BASED ON BUDDY CAPLES LETTER DATED 3/29/01		1.000	-7,062.50
		0.000	0.00
4006                          3008.20	12.60	0.000	0.00
CROSS STITCHING	EACH	600.000	7,560.00
CROSS STITCHING 1279+46 - 1334+78 LEFT		631.000	7,950.60
		0.000	0.00
4007                          6602.10	195,965.23	0.000	0.00
DEICING SYSTEM	LS	1.000	195,965.23
		0.900	176,368.70
		0.000	0.00
GROUP 6 BRIDGE AT STA. 1307+65.00		Contracted	1,382,202.80
		Current	1,640,510.53
		In place	1,564,695.37
		This Estimate	-7,038.65
GROUP 6A BRIDGE AT STA. 1307+65.00
0047                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.000	0.00
0048                          3050.15	185.00	185.400	34,299.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	185.400	34,299.00
		185.400	34,299.00
		-6.410	-1,185.85
0049                          3051.10	0.56	21,340.000	11,950.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	21,340.000	11,950.40
		21,340.000	11,950.40
		0.000	0.00
0050                          6000.10	3,000.00	1.000	3,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0051                          6000.11	3,000.00	1.000	3,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0052                          6000.60	12,000.00	1.000	12,000.00
PIER NO.1 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0053                          6000.61	12,000.00	1.000	12,000.00
PIER NO.2 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0054                          6000.62	12,000.00	1.000	12,000.00
PIER NO.3 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0055                          6001.50	6,000.00	1.000	6,000.00
BENT NO.1 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0056                          6001.51	6,000.00	1.000	6,000.00
BENT NO.2 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0057                          6001.52	6,000.00	1.000	6,000.00
BENT NO.3 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0058                          6001.53	6,000.00	1.000	6,000.00
BENT NO.4 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0059                          6001.54	6,000.00	1.000	6,000.00
BENT NO.5 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0060                          6001.55	6,000.00	1.000	6,000.00
BENT NO.6 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0061                          6001.56	6,000.00	1.000	6,000.00
BENT NO.7 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0062                          6001.57	6,000.00	1.000	6,000.00
BENT NO.8 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0063                          6005.78	380.00	132.000	50,160.00
EXPANSION BEARING, TFE TYPE	EACH	132.000	50,160.00
		132.000	50,160.00
		0.000	0.00
0064                          6005.83	96.00	12.000	1,152.00
FIXED BEARING	EACH	12.000	1,152.00
		12.000	1,152.00
		0.000	0.00
0065                          6010.22	550.00	202.600	111,430.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	202.600	111,430.00
		249.300	137,115.00
		17.820	9,801.00
0066                          6010.26	380.00	1,271.300	483,094.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	1,271.300	483,094.00
		1,271.300	483,094.00
		55.760	21,188.80
0067                          6011.11	226,000.00	1.000	226,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	226,000.00
AT STA. 1308+09		1.000	226,000.00
		0.000	0.00
0068                          6030.01	68,000.00	1.000	68,000.00
PREPARATION OF BRIDGE	EACH	1.000	68,000.00
AT STA. 1308+09		1.000	68,000.00
		0.000	0.00
0069                          6104.00	14.00	1,383.000	19,362.00
BROKEN CONCRETE RIPRAP	TON	1,383.000	19,362.00
		1,383.000	19,362.00
		733.000	10,262.00
0070                          6131.50	0.56	265,715.000	148,800.40
EPOXY COATED REINFORCING STEEL	LB	265,715.000	148,800.40
		265,715.000	148,800.38
		0.000	0.00
0071                          6139.50	24.00	72.000	1,728.00
SUBSURFACE DRAINAGE MATTING	SY	72.000	1,728.00
		72.120	1,730.88
		0.120	2.88
0072                          6200.00	26.00	1,650.000	42,900.00
CONCRETE PILING	LF	1,650.000	42,900.00
		1,259.500	32,747.00
		0.000	0.00
0073                          6610.45	98.00	125.400	12,289.20
STRIP SEALS	LF	125.400	12,289.20
		125.400	12,289.20
		0.000	0.00
0074                          6616.65	140.00	80.000	11,200.00
BEARING DEVICE REPLACEMENT	EACH	80.000	11,200.00
		80.000	11,200.00
		0.000	0.00
0075                          8091.00	22.00	170.000	3,740.00
GRANULAR BACKFILL	CY	170.000	3,740.00
		170.000	3,740.00
		0.000	0.00
0110                          6200.50	15.60	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	LF	50.000	780.00
		89.500	1,396.20
		0.000	0.00
4008                          6602.10	149,279.42	0.000	0.00
DEICING SYSTEM	LS	1.000	149,279.42
		1.000	149,279.42
		0.000	0.00
4010                          3900.20	13,528.75	0.000	0.00
ADDITIONAL COST	LS	1.000	13,528.75
Additional costs for deicing system tower and foundation		1.000	13,528.75
		1.000	13,528.75
GROUP 6A BRIDGE AT STA. 1307+65.00		Contracted	1,376,105.00
		Current	1,539,693.17
		In place	1,555,844.23
		This Estimate	53,597.58
GROUP 7 GUARDRAIL
0076                          0030.70	4,800.00	1.000	4,800.00
MOBILIZATION	LS	1.000	4,800.00
		1.000	4,800.00
		0.000	0.00
0077                          1033.00	200.00	6.050	1,210.00
ROADWAY GRADING	STA	6.050	1,210.00
		6.700	1,340.00
		0.000	0.00
0078                          7011.20	17.79	1,133.250	20,160.52
W-BEAM GUARDRAIL	LF	1,133.250	20,160.52
		862.340	15,341.02
		0.000	0.00
0079                          7017.00	3.00	1,276.000	3,828.00
REMOVE GUARDRAIL	LF	1,276.000	3,828.00
		1,255.000	3,765.00
		211.700	635.10
0080                          7018.50	5,854.00	1.000	5,854.00
TEMPORARY GUARDRAIL	LS	1.000	5,854.00
		1.000	5,854.00
		0.000	0.00
0081                          7020.00	1,189.00	4.000	4,756.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,756.00
		4.000	4,756.00
		0.000	0.00
0082                          7024.25	2,140.00	2.000	4,280.00
GUARDRAIL END TREATMENT, TYPE I	EACH	2.000	4,280.00
		4.000	8,560.00
		0.000	0.00
0083                          7026.05	440.00	2.000	880.00
W-THRIE BEAM TRANSITION SECTION	EACH	2.000	880.00
		0.000	0.00
		0.000	0.00
4009                          7018.50	5,201.70	0.000	0.00
TEMPORARY GUARDRAIL	LS	1.000	5,201.70
		1.000	5,201.70
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	45,768.52
		Current	50,970.22
		In place	49,617.72
		This Estimate	635.10
GROUP 10 GENERAL ITEMS
0084                          A780.10	11,440.00	1.000	11,440.00
CROSSOVER LIGHTING SYSTEM	EACH	1.000	11,440.00
AT STA. 1290+00		1.000	11,440.00
		0.000	0.00
0085                          A780.11	11,440.00	1.000	11,440.00
CROSSOVER LIGHTING SYSTEM	EACH	1.000	11,440.00
AT STA. 1336+00		1.000	11,440.00
		0.000	0.00
0086                          A800.51	10.00	432.000	4,320.00
OPERATION AND MAINTENANCE OF CROSSOVER LIGHTING SYSTEM	DAY	432.000	4,320.00
		414.000	4,140.00
		0.000	0.00
0087                          0001.00	435.00	487.000	211,845.00
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES	CDAY	487.000	211,845.00
		420.000	182,700.00
		0.000	0.00
0088                          0001.08	0.50	80,460.000	40,230.00
BARRICADE, TYPE II	BDAY	80,460.000	40,230.00
		71,909.000	35,954.50
		265.000	132.50
0089                          0001.10	2.00	7,254.000	14,508.00
BARRICADE, TYPE III	BDAY	7,254.000	14,508.00
		5,066.000	10,132.00
		-177.000	-354.00
0090                          0001.30	2.25	3,260.000	7,335.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	3,260.000	7,335.00
		1,882.000	4,234.50
		-11.000	-24.75
0091                          0001.90	0.35	41,854.000	14,648.90
SIGN DAY	EACH	41,854.000	14,648.90
		43,037.000	15,062.95
		-295.000	-103.25
0092                          0002.30	0.25	32,500.000	8,125.00
PAVEMENT MARKING REMOVAL	LF	32,500.000	8,125.00
		32,050.000	8,012.50
		30.000	7.50
0093                          0002.39	1.00	9,500.000	9,500.00
TEMPORARY PAVEMENT MARKING, TYPE II	LF	9,500.000	9,500.00
		8,038.200	8,038.20
		0.000	0.00
0094                          0002.46	0.50	41,000.000	20,500.00
TEMPORARY PAVEMENT MARKING, TYPE RPM	LF	41,000.000	20,500.00
		46,263.200	23,131.60
		-70.000	-35.00
0095                          0002.85	25.00	200.000	5,000.00
TUBULAR POST	EACH	200.000	5,000.00
		110.000	2,750.00
		0.000	0.00
0096                          0002.87	25.00	200.000	5,000.00
CHANNELIZING BLOCK	EACH	200.000	5,000.00
		173.000	4,325.00
		0.000	0.00
0097                          0002.97	25.00	988.000	24,700.00
FLASHING ARROW PANEL	DAY	988.000	24,700.00
		910.000	22,750.00
		6.000	150.00
0098                          0003.10	177.00	20.000	3,540.00
FLAGGING	DAY	20.000	3,540.00
		0.500	88.50
		0.000	0.00
0099                          0003.58	3,500.00	1.000	3,500.00
INERTIAL BARRIER SYSTEM	EACH	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
0100                          0003.64	250.00	5.000	1,250.00
REPLACEMENT MODULE	EACH	5.000	1,250.00
		0.000	0.00
		0.000	0.00
0101                          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
0102                          0020.00	0.80	2,000.000	1,600.00
TRAINING	HOUR	2,000.000	1,600.00
		533.000	426.40
		25.000	20.00
0103                          0030.10	6,700.00	1.000	6,700.00
MOBILIZATION	LS	1.000	6,700.00
		1.000	6,700.00
		0.000	0.00
0107                          A910.00	12,204.15	0.000	0.00
ELECTRICAL WORK	LS	1.000	12,204.15
Installation of Permanent Electrical Service		1.000	12,204.15
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	408,381.90
		Current	420,586.05
		In place	370,230.30
		This Estimate	-207.00
Totals for contract		Contracted	3,516,940.62
		Current	3,961,814.09
		In place	3,865,360.06
		This Estimate	49,629.34