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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0875 BROWER CONSTRUCTION CO.
Contract ID:	32041
Estimate Number:	0019
Pay Period End Date:	01.15.2003

Contract Location:
NEWCASTLE NORTH	Estimate Type:	PROG
Contractor:
BROWER CONSTRUCTION CO.	Date Let:	02.22.2001
2220 HAWKEYE DRIVE	Date Awarded:	03.08.2001
PO BOX 1137	Date Contract Executed:	03.16.2001
	Date Notice to Proceed:	03.16.2001
SIOUX CITY IA 51102	Date Work Began:	04.23.2001
Phone:	Date Physical Work Completed:
(712)252-2766	Date Accepted:
Escrow Agent:
Surety Co:
FEDERAL INSURANCE COMPANY

Counties
CEDAR
DIXON

Project Number		PCT			Fed State Project Number		Description
31204 1001		0.000			DPS-EACNH-57-4(108)		GDRL ELEC BIT
31290 000		0.000			EACSTPD-EACBR-57-4(110)		GR SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,757,361.97	$2,755,658.69	$1,703.28
$2,865,016.18	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,757,361.97	$2,755,658.69	$1,703.28
$2,766,874.44	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
96.24%	Net Earnings	$2,732,361.97	$2,730,658.69	$1,703.28
	Liquidated Damages	$.00	$.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	$.00	$.00	$.00
	Payment	$2,732,361.97	$2,730,658.69	$1,703.28
Project Manager			Div. Head/Dist. Eng.
Wiebelhaus, Bob	01.16.2003		Boyle, Pat	01.16.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.17.2003
Controller Div. Processed
Burling, Laurie	01.17.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	12,130.21	453029
		Epoxy Resteel for bridge
		S.P. Initial Payment	305.16	453029
		Epoxy Resteel for bridge
		Total for estimate 0003:	12,435.37
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-708.64	453029
		Epoxy Resteel for bridge
		Total for estimate 0004:	-708.64
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-276.49	453029
		Epoxy Resteel for bridge
		Total for estimate 0005:	-276.49
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,838.14	453029
		Epoxy Resteel for bridge
		Total for estimate 0006:	-3,838.14
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-326.33	453029
		Epoxy Resteel for bridge
		Total for estimate 0007:	-326.33
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-580.98	453029
		Epoxy Resteel for bridge
		Total for estimate 0008:	-580.98
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-870.44	453029
		Epoxy Resteel for bridge
		Total for estimate 0009:	-870.44
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-658.81	453029
		Epoxy Resteel for bridge
		Total for estimate 0010:	-658.81
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-890.92	453029
		Epoxy Resteel for bridge
		Total for estimate 0011:	-890.92
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,979.46	453029
		Epoxy Resteel for bridge
		S.P. Adjustment	-305.16	453029
		Epoxy Resteel for bridge
		Total for estimate 0012:	-4,284.62
		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 7 GUARDRAIL
0036                          0030.70	292.87	1.000	292.87
MOBILIZATION	LS	1.000	292.87
		1.000	292.87
		0.000	0.00
0037                          7011.20	42.74	53.400	2,282.32
W-BEAM GUARDRAIL	m	53.400	2,282.32
		53.400	2,282.32
		0.000	0.00
0040                          7020.00	1,221.00	2.000	2,442.00
BRIDGE APPROACH SECTIONS	EACH	2.000	2,442.00
		2.000	2,442.00
		0.000	0.00
0041                          7021.70	1,526.25	2.000	3,052.50
GUARDRAIL END TREATMENT, SRT-350	EACH	2.000	3,052.50
		2.000	3,052.50
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	8,069.69
		Current	8,069.69
		In place	8,069.69
		This Estimate	0.00
GROUP 8B ELECTRICAL
0042                          A009.14	1,800.00	2.000	3,600.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	2.000	3,600.00
		2.000	3,600.00
		0.000	0.00
0043                          A020.10	1,600.00	1.000	1,600.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	1,600.00
		1.000	1,600.00
		0.000	0.00
0044                          A070.10	5.00	80.000	400.00
38 mm CONDUIT IN TRENCH	m	80.000	400.00
		87.740	438.70
		0.000	0.00
0045                          A072.10	5.00	10.000	50.00
38 mm CONDUIT UNDER ROADWAY	m	10.000	50.00
		7.910	39.55
		0.000	0.00
0046                          A080.22	1.00	90.000	90.00
STREET LIGHTING CABLE, NO. 6 BARE	m	90.000	90.00
		95.650	95.65
		0.000	0.00
0047                          A080.24	1.65	180.000	297.00
STREET LIGHTING CABLE, NO. 6 USE	m	180.000	297.00
		191.300	315.65
		0.000	0.00
0048                          0030.81	2,182.00	1.000	2,182.00
MOBILIZATION	LS	1.000	2,182.00
		1.000	2,182.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	8,219.00
		Current	8,219.00
		In place	8,271.55
		This Estimate	0.00
GROUP 9 BITUMINOUS
0049                          L001.01	2,115.95	3.500	7,405.82
SEEDING, TYPE A	ha	3.500	7,405.82
		0.410	867.54
		0.000	0.00
0050                          L001.02	1,064.54	3.500	3,725.89
SEEDING, TYPE B	ha	3.500	3,725.89
		3.635	3,869.60
		0.000	0.00
0051                          L020.00	1.65	1,400.000	2,310.00
EROSION CONTROL	m2	1,400.000	2,310.00
		1,938.099	3,197.86
		0.000	0.00
0052                          L020.02	1.57	10,142.000	15,922.94
EROSION CONTROL, TYPE B	m2	10,142.000	15,922.94
		9,896.640	15,537.72
		0.000	0.00
0053                          L020.07	3.78	4,973.000	18,797.94
EROSION CONTROL, TYPE B-1	m2	4,973.000	18,797.94
		2,765.000	10,451.70
		0.000	0.00
0055                          L032.75	78.78	35.000	2,757.30
MULCH	Mg	35.000	2,757.30
		18.203	1,434.03
		0.000	0.00
0058                          0030.90	20,708.54	1.000	20,708.54
MOBILIZATION	LS	1.000	20,708.54
		1.000	20,708.54
		0.000	0.00
0060                          1020.03	12.50	93.000	1,162.50
DELINEATOR, TYPE III	EACH	93.000	1,162.50
		94.000	1,175.00
		0.000	0.00
0063                          2001.00	17.33	18.000	311.94
GRAVEL SURFACE COURSE	m3	18.000	311.94
		0.000	0.00
		0.000	0.00
0065                          2021.00	50.00	2.000	100.00
MAILBOX POST	EACH	2.000	100.00
		2.000	100.00
		0.000	0.00
0066                          3014.12	69.00	152.000	10,488.00
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	152.000	10,488.00
		213.700	14,745.30
		0.000	0.00
0067                          3016.21	43.05	802.000	34,526.10
CONCRETE CLASS 47B-20 SIDEWALKS	m2	802.000	34,526.10
		726.506	31,276.08
		0.000	0.00
0067                          3016.21	43.05	0.000	0.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	-68.000	-2,927.40
Concrete Class 47B-20 SidewalksReduced Quantity		0.000	0.00
		0.000	0.00
0069                          5812.00	780.00	4.000	3,120.00
EXHIBIT BASE	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0070                          5812.01	900.00	4.000	3,600.00
PILLAR BASE	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0071                          6406.00	50.50	640.000	32,320.00
PEDESTRIAN HANDRAIL	m	640.000	32,320.00
		0.000	0.00
		0.000	0.00
0071                          6406.00	50.50	0.000	0.00
PEDESTRIAN HANDRAIL	m	-640.000	-32,320.00
Quantity Reduction-- Unit Price adjustment		0.000	0.00
		0.000	0.00
0073                          9000.75	17.23	500.000	8,615.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	8,615.00
SP2(12.5)		2.000	34.46
		0.000	0.00
0076                          9005.30	17.23	20,030.000	345,116.90
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	20,030.000	345,116.90
		20,176.530	347,641.61
		0.000	0.00
0077                          9009.00	2.70	698.000	1,884.60
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	698.000	1,884.60
		478.260	1,291.30
		0.000	0.00
0078                          9020.91	176.81	26.000	4,597.06
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	26.000	4,597.06
		0.082	14.50
		0.000	0.00
0079                          9021.01	176.81	1,041.560	184,158.22
PERFORMANCE GRADED BINDER (64-22)	Mg	1,041.560	184,158.22
		774.612	136,959.14
		0.000	0.00
0080                          9034.00	2.50	698.000	1,745.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	698.000	1,745.00
		478.260	1,195.65
		0.000	0.00
0081                          9053.00	0.21	9,210.000	1,934.10
TACK COAT	L	9,210.000	1,934.10
		25,300.000	5,313.00
		0.000	0.00
0086                          9111.00	2.60	839.000	2,181.40
WATER	kL	839.000	2,181.40
		141.950	369.07
		0.000	0.00
0088                          9170.01	2,573.60	9.494	24,433.76
EARTH SHOULDER CONSTRUCTION	StaM	9.494	24,433.76
		9.424	24,253.61
		0.000	0.00
0089                          9171.20	0.79	33,863.000	26,751.77
SUBGRADE RECONSTRUCTION	m2	33,863.000	26,751.77
		21,751.636	17,183.79
		0.000	0.00
0090                          9173.20	0.76	6,898.000	5,242.48
SUBGRADE PREPARATION	m2	6,898.000	5,242.48
		18,939.579	14,394.08
		0.000	0.00
0092                          9188.50	11.00	360.000	3,960.00
SURFACING UNDER GUARDRAIL	m2	360.000	3,960.00
		360.000	3,960.00
		0.000	0.00
0093                          9300.50	773.04	1.000	773.04
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	773.04
		1.000	773.04
		0.000	0.00
0409                          6406.00	110.25	0.000	0.00
PEDESTRIAN HANDRAIL	m	28.000	3,087.00
Design Revision--- Unit Price Adjustment		28.000	3,087.00
		0.000	0.00
0410                          4103.20	1,008.73	0.000	0.00
CONCRETE STEPS	EACH	7.000	7,061.11
Plan revision to include steps in overlook walkway		7.000	7,061.11
		0.000	0.00
0411                          L070.05	65.10	0.000	0.00
MOWING	HOUR	14.000	911.40
Mowing new growth in overlook area, to access new build siteSeeding from grading contract.		19.500	1,269.45
		0.000	0.00
0412                          6990.11	3,427.00	0.000	0.00
LOWER	EACH	1.000	3,427.00
Lower Footing and Core Wall		1.000	3,427.00
		0.000	0.00
0413                          6990.15	6,024.00	0.000	0.00
UPPER FOOTING AND CORE WALL	EACH	1.000	6,024.00
		1.000	6,024.00
		0.000	0.00
0414                          4093.90	15,049.25	0.000	0.00
STONE VENEER WALL WITH CAPSTONE	EACH	1.000	15,049.25
Upper Overlook : Stone veneer and capstone		1.000	15,049.25
		0.000	0.00
0415                          4093.92	8,103.45	0.000	0.00
STONE VENEER WALL WITH CAPSTONE	EACH	1.000	8,103.45
LowerOverlook: Stone Veneer and Capstone		1.000	8,103.45
		0.000	0.00
0601                          9300.56	0.5962	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	0.000	0.00
Superpave Quality Incentive Pay Factor 103.436%		0.000	0.00
		0.000	0.00
0604                          9300.60	0.4824	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	4,390.430	2,117.94
Newcastle project 57-4 (108)		4,390.430	2,117.94
		0.000	0.00
0605                          9300.64	4.9507	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALT CEMENT	Mg	166.836	825.95
Newcastle North 57-4 (108)		166.836	825.95
		0.000	0.00
0608                          9300.56	0.604	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	0.000	0.00
Quality Incentice - Asphaltic Concrete, Type SP2 (12.5)		0.000	0.00
		-20,178.530	-12,187.83
0609                          9300.56	0.581	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	20,178.530	11,723.73
Recomputed superpave incentive 103.370 %		20,178.530	11,723.73
		20,178.530	11,723.73
GROUP 9 BITUMINOUS		Contracted	768,650.31
		Current	785,013.74
		In place	715,435.50
		This Estimate	-464.10
GROUP 10A GENERAL ITEMS
0095                          0001.10	2.00	348.000	696.00
BARRICADE, TYPE III	BDAY	348.000	696.00
		1,972.000	3,944.00
		0.000	0.00
0096                          0001.30	2.25	58.000	130.50
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	58.000	130.50
		195.000	438.75
		0.000	0.00
0097                          0001.90	0.10	464.000	46.40
SIGN DAY	EACH	464.000	46.40
		2,859.000	285.90
		0.000	0.00
0102                          0010.04	1,700.00	1.000	1,700.00
FIELD OFFICE	EACH	1.000	1,700.00
		1.000	1,700.00
		0.000	0.00
0103                          0030.00	566.04	1.000	566.04
MOBILIZATION	LS	1.000	566.04
		1.000	566.04
		0.000	0.00
GROUP 10A GENERAL ITEMS		Contracted	3,138.94
		Current	3,138.94
		In place	6,934.69
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 48+86.40
0001                          0030.60	25,312.50	1.000	25,312.50
MOBILIZATION	LS	1.000	25,312.50
		1.000	25,312.50
		0.000	0.00
0002                          1043.50	2.53	422.000	1,067.66
RIPRAP FILTER FABRIC	m2	422.000	1,067.66
		422.000	1,067.67
		0.000	0.00
0003                          3050.15	258.19	117.100	30,234.05
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	117.100	30,234.05
		117.100	30,234.05
		0.000	0.00
0004                          3051.10	1.37	7,695.000	10,542.15
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,695.000	10,542.15
		7,695.000	10,542.15
		0.000	0.00
0005                          6000.10	5,062.50	1.000	5,062.50
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,062.50
		1.000	5,062.50
		0.000	0.00
0006                          6000.11	5,062.50	1.000	5,062.50
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,062.50
		1.000	5,062.50
		0.000	0.00
0007                          6010.22	470.81	47.700	22,457.64
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	47.700	22,457.64
		47.700	22,457.63
		0.000	0.00
0008                          6010.26	506.25	71.500	36,196.88
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	71.500	36,196.88
		80.105	40,553.16
		0.000	0.00
0009                          6011.11	101,250.00	1.000	101,250.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	101,250.00
AT STA. 48+86.40		1.000	101,250.00
		0.000	0.00
0010                          6040.00	18,225.00	1.000	18,225.00
REMOVE STRUCTURE	EACH	1.000	18,225.00
AT STA. 48+90.60		1.000	18,225.00
		0.000	0.00
0011                          6104.00	22.28	415.000	9,246.20
BROKEN CONCRETE RIPRAP	Mg	415.000	9,246.20
		204.018	4,545.52
		0.000	0.00
0012                          6131.50	1.37	10,430.000	14,289.10
EPOXY COATED REINFORCING STEEL	kg	10,430.000	14,289.10
		10,430.000	14,289.11
		0.000	0.00
0013                          6139.50	33.41	34.000	1,135.94
SUBSURFACE DRAINAGE MATTING	m2	34.000	1,135.94
		34.000	1,135.95
		0.000	0.00
0014                          6200.00	85.05	377.900	32,140.39
CONCRETE PILING	m	377.900	32,140.39
		376.440	32,016.22
		0.000	0.00
0015                          6310.00	126.56	254.500	32,209.52
STEEL SHEET PILING	m2	254.500	32,209.52
		244.800	30,981.88
		0.000	0.00
0016                          8091.00	36.45	110.000	4,009.50
GRANULAR BACKFILL	m3	110.000	4,009.50
		110.000	4,009.50
		0.000	0.00
0401                          6510.55	4,350.00	0.000	0.00
TEMPORARY BRIDGE SHORING	LS	1.000	4,350.00
It was agreed to pay for temp shoreing because of omission from the plans		1.000	4,350.00
		0.000	0.00
0403                          6005.60	102.96	0.000	0.00
ELASTOMERIC BEARING	EACH	34.000	3,500.64
Plan note was omitted that pads are subsidiary		34.000	3,500.64
		0.000	0.00
0406                          6105.02	35.01	0.000	0.00
ROCK RIPRAP, TYPE B	Mg	250.000	8,752.50
There is not enough Broken Concrete riprap to cover the intended plan area.		210.982	7,386.47
		0.000	0.00
0408                          7050.02	1,575.00	0.000	0.00
ADDITIONAL COMPENSATION	LS	1.000	1,575.00
Contractor must provide and install 10 guage galvanized sheet metal at grade beam joints as per new design		1.000	1,575.00
		0.000	0.00
0603                          6200.50	51.03	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	1.480	75.52
		1.480	75.52
		0.000	0.00
GROUP 6 BRIDGE AT STA. 48+86.40		Contracted	348,441.53
		Current	366,695.19
		In place	363,632.97
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 154+20.96
0017                          0030.60	45,000.00	1.000	45,000.00
MOBILIZATION	LS	1.000	45,000.00
		1.000	45,000.00
		0.000	0.00
0018                          1043.50	2.50	623.000	1,557.50
RIPRAP FILTER FABRIC	m2	623.000	1,557.50
		623.000	1,557.50
		0.000	0.00
0019                          3050.15	240.00	116.400	27,936.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	116.400	27,936.00
		116.400	27,936.00
		0.000	0.00
0020                          3051.10	1.20	7,710.000	9,252.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,710.000	9,252.00
		7,710.000	9,252.00
		0.000	0.00
0021                          6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0022                          6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0023                          6001.50	5,000.00	1.000	5,000.00
BENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0024                          6001.51	5,000.00	1.000	5,000.00
BENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0025                          6010.22	500.00	130.300	65,150.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	130.300	65,150.00
		130.300	65,150.00
		0.000	0.00
0026                          6010.26	500.00	103.700	51,850.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	103.700	51,850.00
		103.700	51,850.00
		0.000	0.00
0027                          6011.11	115,000.00	1.000	115,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	115,000.00
AT STA. 154+20.96		1.000	115,000.00
		0.000	0.00
0028                          6040.00	25,000.00	1.000	25,000.00
REMOVE STRUCTURE	EACH	1.000	25,000.00
AT STA. 154+21.00		1.000	25,000.00
		0.000	0.00
0029                          6080.00	5.00	720.000	3,600.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	720.000	3,600.00
		720.000	3,600.00
		0.000	0.00
0030                          6104.00	17.00	600.000	10,200.00
BROKEN CONCRETE RIPRAP	Mg	600.000	10,200.00
		402.851	6,848.46
		0.000	0.00
0031                          6131.50	1.20	19,455.000	23,346.00
EPOXY COATED REINFORCING STEEL	kg	19,455.000	23,346.00
		21,075.000	25,290.00
		0.000	0.00
0032                          6139.50	40.00	28.000	1,120.00
SUBSURFACE DRAINAGE MATTING	m2	28.000	1,120.00
		28.000	1,120.00
		0.000	0.00
0033                          6210.12	66.00	427.200	28,195.20
HP 250 mm X 62 kg STEEL PILING	m	427.200	28,195.20
		468.743	30,937.04
		0.000	0.00
0034                          6310.00	130.00	254.400	33,072.00
STEEL SHEET PILING	m2	254.400	33,072.00
		244.800	31,824.00
		0.000	0.00
0035                          8091.00	25.00	115.000	2,875.00
GRANULAR BACKFILL	m3	115.000	2,875.00
		115.000	2,875.00
		0.000	0.00
0402                          6510.55	7,350.00	0.000	0.00
TEMPORARY BRIDGE SHORING	LS	1.000	7,350.00
It was agreed to pay for temp shoring because of omission from the plans		1.000	7,350.00
		0.000	0.00
0404                          6005.60	105.00	0.000	0.00
ELASTOMERIC BEARING	EACH	34.000	3,570.00
Plan note was omitted that pads are subsidiary		34.000	3,570.00
		0.000	0.00
0405                          6005.60	99.75	0.000	0.00
ELASTOMERIC BEARING	EACH	68.000	6,783.00
Plan note was omitted that pads are subsidiary		68.000	6,783.00
		0.000	0.00
0407                          6105.02	35.01	0.000	0.00
ROCK RIPRAP, TYPE B	Mg	350.000	12,253.50
There is not enough Broken Concrete riprapto cover the intended plan area		197.148	6,902.15
		0.000	0.00
0601                          6210.42	132.00	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	15.000	1,980.00
Splices as per spec 703.05, paragraph 3.		28.000	3,696.00
		0.000	0.00
0602                          6003.00	31.86	0.000	0.00
GRANULAR MATERIAL FOR BRIDGE FOUNDATIONS	m3	15.000	477.90
Granular material to secure a suitable footing		14.700	468.35
		0.000	0.00
GROUP 6A BRIDGE AT STA. 154+20.96		Contracted	463,153.70
		Current	495,568.10
		In place	492,009.50
		This Estimate	0.00
GROUP 7 GUARDRAIL
0036                          0030.70	1,171.52	1.000	1,171.52
MOBILIZATION	LS	1.000	1,171.52
		1.000	1,171.52
		0.000	0.00
0037                          7011.20	42.74	45.600	1,948.94
W-BEAM GUARDRAIL	m	45.600	1,948.94
		45.600	1,948.94
		0.000	0.00
0038                          7017.00	8.50	168.000	1,428.00
REMOVE GUARDRAIL	m	168.000	1,428.00
		167.640	1,424.96
		0.000	0.00
0039                          7018.01	36.63	168.000	6,153.84
RESET GUARDRAIL	m	168.000	6,153.84
		0.000	0.00
		0.000	0.00
0040                          7020.00	1,221.00	8.000	9,768.00
BRIDGE APPROACH SECTIONS	EACH	8.000	9,768.00
		8.000	9,768.00
		0.000	0.00
0041                          7021.70	1,526.25	8.000	12,210.00
GUARDRAIL END TREATMENT, SRT-350	EACH	8.000	12,210.00
		8.000	12,210.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	32,680.30
		Current	32,680.30
		In place	26,523.42
		This Estimate	0.00
GROUP 9 BITUMINOUS
0050                          L001.02	1,064.54	11.700	12,455.12
SEEDING, TYPE B	ha	11.700	12,455.12
		8.150	8,676.00
		0.000	0.00
0051                          L020.00	1.65	1,041.400	1,718.31
EROSION CONTROL	m2	1,041.400	1,718.31
		1,135.732	1,873.96
		0.000	0.00
0054                          L022.11	12.52	98.000	1,226.96
FABRIC SILT FENCE-LOW POROSITY	m	98.000	1,226.96
		0.000	0.00
		0.000	0.00
0055                          L032.75	78.78	58.700	4,624.39
MULCH	Mg	58.700	4,624.39
		36.668	2,888.71
		0.000	0.00
0056                          0002.40	18.00	320.160	5,762.88
TEMPORARY SOLID LINES	StaM	320.160	5,762.88
		1,010.550	18,189.90
		0.000	0.00
0057                          0002.45	18.00	640.320	11,525.76
TEMPORARY BROKEN LINES	StaM	640.320	11,525.76
		443.235	7,978.23
		0.000	0.00
0058                          0030.90	23,535.75	1.000	23,535.75
MOBILIZATION	LS	1.000	23,535.75
		1.000	23,535.75
		0.000	0.00
0059                          1009.00	3,000.00	1.000	3,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0061                          1030.00	5.50	3,050.000	16,775.00
EARTHWORK MEASURED IN EMBANKMENT	m3	3,050.000	16,775.00
		3,050.000	16,775.00
		0.000	0.00
0062                          1102.00	5.00	585.400	2,927.00
REMOVE ASPHALT SURFACE	m2	585.400	2,927.00
		699.547	3,497.74
		0.000	0.00
0063                          2001.00	17.33	192.000	3,327.36
GRAVEL SURFACE COURSE	m3	192.000	3,327.36
		77.000	1,334.41
		0.000	0.00
0064                          2020.00	6.00	915.000	5,490.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	915.000	5,490.00
		883.000	5,298.00
		0.000	0.00
0065                          2021.00	50.00	11.000	550.00
MAILBOX POST	EACH	11.000	550.00
		11.000	550.00
		0.000	0.00
0068                          3089.25	53.36	373.000	19,903.28
TEMPORARY SURFACING	m2	373.000	19,903.28
		460.290	24,561.08
		0.000	0.00
0072                          9000.75	15.08	750.000	11,310.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	750.000	11,310.00
SP1(12.5)		0.000	0.00
		0.000	0.00
0074                          9005.00	33.27	250.000	8,317.50
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	250.000	8,317.50
SP1(12.5)		862.680	28,701.36
		0.000	0.00
0075                          9005.25	15.08	31,460.000	474,416.80
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	31,460.000	474,416.80
		31,680.260	477,738.32
		0.000	0.00
0077                          9009.00	2.70	4,727.000	12,762.90
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	4,727.000	12,762.90
		4,949.119	13,362.62
		0.000	0.00
0078                          9020.91	176.81	40.500	7,160.81
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	40.500	7,160.81
		0.000	0.00
		0.000	0.00
0079                          9021.01	176.81	1,712.340	302,758.84
PERFORMANCE GRADED BINDER (64-22)	Mg	1,712.340	302,758.84
		1,223.406	216,310.41
		0.000	0.00
0081                          9053.00	0.21	45,260.000	9,504.60
TACK COAT	L	45,260.000	9,504.60
		109,046.000	22,899.66
		0.000	0.00
0082                          9110.01	65.00	55.000	3,575.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	55.000	3,575.00
		7.500	487.50
		0.000	0.00
0083                          9110.02	65.00	50.000	3,250.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	50.000	3,250.00
		72.750	4,728.75
		0.000	0.00
0084                          9110.03	55.00	55.000	3,025.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	55.000	3,025.00
		71.250	3,918.75
		0.000	0.00
0085                          9110.07	45.00	55.000	2,475.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	55.000	2,475.00
		130.250	5,861.25
		0.000	0.00
0086                          9111.00	2.60	708.000	1,840.80
WATER	kL	708.000	1,840.80
		0.000	0.00
		0.000	0.00
0087                          9170.00	150.38	319.194	48,000.39
EARTH SHOULDER CONSTRUCTION	StaM	319.194	48,000.39
		317.656	47,769.11
		0.000	0.00
0091                          9179.23	418.74	160.540	67,224.52
COLD MILLING, CLASS 3	StaM	160.540	67,224.52
		161.413	67,590.07
		0.000	0.00
0092                          9188.50	11.00	348.000	3,828.00
SURFACING UNDER GUARDRAIL	m2	348.000	3,828.00
		348.000	3,828.00
		0.000	0.00
0093                          9300.50	2,726.96	1.000	2,726.96
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,726.96
		1.000	2,726.96
		0.000	0.00
0604                          9300.56	0.5771	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	0.000	0.00
Superpave Quality Incentive Pay Factor 103.827%		0.000	0.00
		-32,542.950	-18,780.54
0606                          9300.60	0.514	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	13,350.610	6,862.21
N15/US20 North 57-4 (110)		13,350.610	6,862.21
		0.000	0.00
0607                          9300.64	6.029	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALT CEMENT	Mg	547.375	3,300.12
N15/US20 North 57-4 (110)		547.375	3,300.12
		0.000	0.00
0610                          9300.56	0.571	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	32,542.950	18,582.02
Recomputed Superpave incentive 103.784 %		32,542.950	18,582.02
		32,542.950	18,582.02
GROUP 9 BITUMINOUS		Contracted	1,074,998.92
		Current	1,103,743.28
		In place	1,042,825.89
		This Estimate	-198.52
GROUP 10A GENERAL ITEMS
0094                          0001.08	0.50	17,383.000	8,691.50
BARRICADE, TYPE II	BDAY	17,383.000	8,691.50
		25,838.000	12,919.00
		0.000	0.00
0095                          0001.10	2.00	2,364.000	4,728.00
BARRICADE, TYPE III	BDAY	2,364.000	4,728.00
		2,897.000	5,794.00
		0.000	0.00
0096                          0001.30	2.25	680.000	1,530.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	680.000	1,530.00
		1,510.000	3,397.50
		0.000	0.00
0097                          0001.90	0.10	19,886.000	1,988.60
SIGN DAY	EACH	19,886.000	1,988.60
		21,062.000	2,106.20
		0.000	0.00
0098                          0002.30	1.00	530.000	530.00
PAVEMENT MARKING REMOVAL	m	530.000	530.00
		210.500	210.50
		0.000	0.00
0099                          0002.39	3.00	990.000	2,970.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	990.000	2,970.00
		3,743.900	11,231.70
		0.000	0.00
0100                          0003.10	200.00	100.000	20,000.00
FLAGGING	DAY	100.000	20,000.00
		140.500	28,100.00
		0.000	0.00
0101                          0003.51	65.00	230.000	14,950.00
INSTALL CONCRETE PROTECTION BARRIER	m	230.000	14,950.00
		360.000	23,400.00
		0.000	0.00
0102                          0010.04	1,700.00	1.000	1,700.00
FIELD OFFICE	EACH	1.000	1,700.00
		1.000	1,700.00
		0.000	0.00
0103                          0030.00	2,433.96	1.000	2,433.96
MOBILIZATION	LS	1.000	2,433.96
		1.000	2,433.96
		0.000	0.00
0416                          0002.30	0.241	0.000	0.00
PAVEMENT MARKING REMOVAL	m	9,817.018	2,365.90
Paint over 1 of a double white line with black.		9,817.018	2,365.90
		9,817.018	2,365.90
GROUP 10A GENERAL ITEMS		Contracted	59,522.06
		Current	61,887.96
		In place	93,658.76
		This Estimate	2,365.90
Totals for contract		Contracted	2,766,874.44
		Current	2,865,016.20
		In place	2,757,361.97
		This Estimate	1,703.28