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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1809 CAPITAL CONTRACTORS, INC.
Contract ID:	6166
Estimate Number:	0032
Pay Period End Date:	09.20.2003

Contract Location:
SUTHERLAND VIADUCT	Estimate Type:	PROG
Contractor:
CAPITAL CONTRACTORS, INC.	Date Let:	03.14.2002
1001 N 9TH ST	Date Awarded:	03.21.2002
PO BOX 80098	Date Contract Executed:	03.27.2002
	Date Notice to Proceed:	03.27.2002
LINCOLN NE 68501	Date Work Began:	05.20.2002
Phone:	Date Physical Work Completed:
(402)476-1021	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
LINCOLN

Project Number		PCT			Fed State Project Number		Description
61166 000		0.000			STPN-TMT-25-2(105)		GRAD CULV BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,274,890.00	$4,212,349.54	$62,540.46
$4,467,095.86	Stockpiled Materials	$20.48	$20.48	$.00
Original Contract Amt	Gross Earnings	$4,274,910.48	$4,212,370.02	$62,540.46
$4,410,332.06	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
95.70%	Net Earnings	$4,249,910.48	$4,187,370.02	$62,540.46
	Liquidated Damages	-$12,832.00	-$12,832.00	$.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	$4,437.28	$4,437.28	$.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	-$8,394.72	-$8,394.72	$.00
	Payment	$4,241,515.76	$4,178,975.30	$62,540.46
Project Manager			Div. Head/Dist. Eng.
Morrell, Richard	09.22.2003		O'Donnell, Les	09.23.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.23.2003
Controller Div. Processed
Burling, Laurie	09.23.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0096	6210.50	PIPE PILING
		S.P. Initial Payment	21,839.78	229-2
		PIPE PILING
		S.P. Adjustment	-21,839.78	229-2
		PIPE PILING
		Total for estimate 0011:	0.00
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0092	6071.11	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	334,000.00	35-s-02
		Steel Superstructure
		Total for estimate 0012:	334,000.00
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0092	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-210,420.00	35-s-02
		Steel Superstructure
		Total for estimate 0014:	-210,420.00
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0092	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-123,580.00	35-s-02
		Steel Superstructure
		Total for estimate 0016:	-123,580.00
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0125	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	1,281.50	s49847
		Pull Box, Type PB-5
0126	A009.07	STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25
		S.P. Initial Payment	582.00	1186333-04
		St. Light Pole
0127	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Initial Payment	15,181.00	1186333-04
		St light poles
0130	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Initial Payment	1,248.00	02238436
		Conduit in Trench
0131	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Initial Payment	212.48	02238436
		Conduit under Roadway
		Total for estimate 0017:	18,504.98
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-4.35	02238436
		Conduit in Trench
0131	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-19.20	02238436
		Conduit under Roadway
		Total for estimate 0019:	-23.55
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	6070.50	PEDESTRIAN BRIDGE
		S.P. Initial Payment	83,000.00	00363-MFG
		Pedestrain Structure
		Total for estimate 0020:	83,000.00
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	6070.50	PEDESTRIAN BRIDGE
		S.P. Adjustment	-83,000.00	00363-MFG
		Pedestrain Structure
		Total for estimate 0023:	-83,000.00
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0131	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-172.80	02238436
		Conduit under Roadway
		Total for estimate 0025:	-172.80
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0125	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-466.00	s49847
		Pull Box, Type PB-5
0130	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-551.04	02238436
		Conduit in Trench
		Total for estimate 0029:	-1,017.04
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0125	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-815.50	s49847
		Pull Box, Type PB-5
0126	A009.07	STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25
		S.P. Adjustment	-582.00	1186333-04
		St. Light Pole
0127	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Adjustment	-15,181.00	1186333-04
		St light poles
0130	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-692.61	02238436
		Conduit in Trench
		Total for estimate 0030:	-17,271.11
		Total remaining for contract:	20.48

			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	450.00	7.000	3,150.00
COVER CROP SEEDING	ha	7.000	3,150.00
		0.000	0.00
		0.000	0.00
0002                          L020.00	1.68	3,872.400	6,505.63
EROSION CONTROL	m2	3,872.400	6,505.63
		0.000	0.00
		0.000	0.00
0003                          L020.01	6.62	480.000	3,177.60
EROSION CONTROL, TYPE A	m2	480.000	3,177.60
		0.000	0.00
		0.000	0.00
0004                          L020.09	16.82	516.500	8,687.53
EROSION CONTROL, TYPE AAA	m2	516.500	8,687.53
		0.000	0.00
		0.000	0.00
0005                          L022.25	14.39	1,187.000	17,080.93
FABRIC SILT FENCE, TYPE COIR FIBER	m	1,187.000	17,080.93
		701.000	10,087.39
		0.000	0.00
0006                          0030.10	63,297.80	1.000	63,297.80
MOBILIZATION	LS	1.000	63,297.80
		1.000	63,297.80
		0.000	0.00
0007                          1009.00	3,166.11	1.000	3,166.11
GENERAL CLEARING AND GRUBBING	LS	1.000	3,166.11
		0.900	2,849.50
		0.000	0.00
0008                          1010.00	4.45	159,080.000	707,906.00
EXCAVATION	m3	159,080.000	707,906.00
		159,080.000	707,906.00
		0.000	0.00
0009                          1010.01	4.22	1,000.000	4,220.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,000.000	4,220.00
		0.000	0.00
		0.000	0.00
0010                          1010.10	4.69	19,009.000	89,152.21
EXCAVATION, BORROW	m3	19,009.000	89,152.21
		19,009.000	89,152.21
		0.000	0.00
0011                          1011.00	4.14	210.000	869.40
WATER	kL	210.000	869.40
		993.600	4,113.50
		0.000	0.00
0012                          1011.50	47.59	80.000	3,807.20
DISCING	HOUR	80.000	3,807.20
		12.000	571.08
		0.000	0.00
0013                          1012.00	65.39	24.000	1,569.36
RIGHT-OF-WAY MARKERS	EACH	24.000	1,569.36
		51.000	3,334.89
		0.000	0.00
0014                          1017.00	40,000.00	1.000	40,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	40,000.00
		0.800	32,000.00
		0.000	0.00
0015                          1041.00	0.34	123,800.000	42,092.00
SALVAGING AND PLACING TOPSOIL	m2	123,800.000	42,092.00
		122,900.000	41,786.00
		0.000	0.00
0016                          1090.00	517.15	1.000	517.15
ABANDON WELLS	EACH	1.000	517.15
		2.000	1,034.31
		0.000	0.00
0017                          1102.00	3.55	2,759.000	9,794.45
REMOVE ASPHALT SURFACE	m2	2,759.000	9,794.45
		4,613.691	16,378.60
		1,809.700	6,424.44
0018                          1123.00	33.15	11.300	374.60
REMOVE CONCRETE DITCH LINER	m2	11.300	374.60
		11.300	374.60
		0.000	0.00
0019                          1124.00	374.65	1.000	374.65
REMOVE BUILDING	EACH	1.000	374.65
AT STA. 20+79.88 TO 21+11.09 RT.		1.000	374.65
		0.000	0.00
0020                          1124.01	2,622.52	1.000	2,622.52
REMOVE BUILDING	EACH	1.000	2,622.52
AT STA. 100+46.20 LT. & RT.		1.000	2,622.52
		0.000	0.00
0021                          1125.00	1,982.87	1.000	1,982.87
CLEAR TRACT	EACH	1.000	1,982.87
AT STA. 20+48.18 TO 21+30.40 RT.		1.000	1,982.87
		0.000	0.00
0022                          1125.01	1,472.15	1.000	1,472.15
CLEAR TRACT	EACH	1.000	1,472.15
AT STA. 99+82.07 TO 100+85.77 LT. & RT.		1.000	1,472.15
		0.000	0.00
0023                          1701.12	33.26	11.700	389.14
300 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	11.700	389.14
		11.700	389.14
		0.000	0.00
0024                          1701.24	49.53	68.500	3,392.81
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	68.500	3,392.81
		40.400	2,001.01
		0.000	0.00
0025                          9110.01	73.00	30.000	2,190.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	30.000	2,190.00
		2.000	146.00
		0.000	0.00
0026                          9110.03	58.00	30.000	1,740.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	30.000	1,740.00
		0.000	0.00
		0.000	0.00
0027                          9110.07	45.50	30.000	1,365.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	30.000	1,365.00
		17.500	796.25
		0.000	0.00
4007                          0030.01	525.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	525.00
		1.000	525.00
		0.000	0.00
4011                          1017.50	427.56	0.000	0.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	427.56
PLAN REVISION NO. 2		1.000	427.56
		1.000	427.56
GROUP 1 GRADING		Contracted	1,020,897.10
		Current	1,021,849.66
		In place	983,623.03
		This Estimate	6,852.00
GROUP 1A MSE WALL
0028                          0030.10	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0029                          1043.50	8.00	42.240	337.92
RIPRAP FILTER FABRIC	m2	42.240	337.92
		8.740	69.92
		0.000	0.00
0030                          4093.80	300.00	5.620	1,686.00
WALL MATERIALS	m2	5.620	1,686.00
		20.360	6,108.00
		0.000	0.00
0031                          4095.00	175.00	1,322.000	231,350.00
CONCRETE FACE PANELS	m2	1,322.000	231,350.00
		1,322.000	231,350.00
		0.000	0.00
0032                          4095.10	40.00	204.000	8,160.00
CONCRETE LEVELING PADS	m	204.000	8,160.00
		204.000	8,160.00
		0.000	0.00
0033                          4095.20	170.00	204.000	34,680.00
COPING	m	204.000	34,680.00
		204.000	34,680.00
		0.000	0.00
0034                          4350.18	42.00	344.000	14,448.00
450 mm CORRUGATED METAL PIPE	m	344.000	14,448.00
		344.000	14,448.00
		0.000	0.00
0035                          6105.01	40.00	11.200	448.00
ROCK RIPRAP, TYPE A	Mg	11.200	448.00
		2.800	112.00
		0.000	0.00
0036                          8024.75	17.33	6,060.000	105,019.80
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	6,060.000	105,019.80
		6,060.000	105,019.80
		0.000	0.00
GROUP 1A MSE WALL		Contracted	411,129.72
		Current	411,129.72
		In place	414,947.72
		This Estimate	0.00
GROUP 4 CULVERTS
0037                          P400.24	90.00	70.400	6,336.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	70.400	6,336.00
		72.400	6,516.00
		0.000	0.00
0038                          P400.36	156.00	66.000	10,296.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	66.000	10,296.00
		68.000	10,608.00
		0.000	0.00
0039                          0030.40	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0040                          1043.50	8.00	30.360	242.88
RIPRAP FILTER FABRIC	m2	30.360	242.88
		30.360	242.88
		0.000	0.00
0041                          4040.00	150.00	2.000	300.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	300.00
		2.000	300.00
		0.000	0.00
0042                          4050.01	15.00	191.000	2,865.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	191.000	2,865.00
		119.000	1,785.00
		0.000	0.00
0043                          4100.06	590.00	6.600	3,894.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	6.600	3,894.00
		6.600	3,894.00
		0.000	0.00
0044                          4150.00	1.50	194.700	292.05
REINFORCING STEEL FOR HEADWALL	kg	194.700	292.05
		194.700	292.05
		0.000	0.00
0045                          4310.24	202.00	6.000	1,212.00
600 mm FLARED-END SECTION	EACH	6.000	1,212.00
		6.000	1,212.00
		0.000	0.00
0046                          4310.36	400.00	4.000	1,600.00
900 mm FLARED-END SECTION	EACH	4.000	1,600.00
		4.000	1,600.00
		0.000	0.00
0047                          6105.01	40.00	16.600	664.00
ROCK RIPRAP, TYPE A	Mg	16.600	664.00
		22.800	912.00
		0.000	0.00
4000                          4200.24	1,644.62	0.000	0.00
600 mm AUTOMATIC FLOOD CONTROL GATE	EACH	2.000	3,289.24
		2.000	3,289.24
		0.000	0.00
4010                          4976.05	4,716.57	0.000	0.00
ADDITIONAL WORK	LS	1.000	4,716.57
CULVERT EXTENSIONS @ STA. 10+41.7, RT & STA. 24+00, LT & RT		1.000	4,716.57
		1.000	4,716.57
GROUP 4 CULVERTS		Contracted	29,701.93
		Current	37,707.74
		In place	37,367.74
		This Estimate	4,716.57
GROUP 5 SEEDING
0048                          L001.01	1,715.00	6.000	10,290.00
SEEDING, TYPE A	ha	6.000	10,290.00
		0.000	0.00
		0.000	0.00
0049                          L001.02	1,364.00	1.400	1,909.60
SEEDING, TYPE B	ha	1.400	1,909.60
		0.000	0.00
		0.000	0.00
0050                          L001.18	3,811.00	1.630	6,211.93
SEEDING, TYPE WETLAND-HIGH	ha	1.630	6,211.93
		1.650	6,288.15
		0.000	0.00
0051                          L001.19	3,340.00	3.860	12,892.40
SEEDING, TYPE WETLAND-LOW	ha	3.860	12,892.40
		4.500	15,030.00
		0.000	0.00
0052                          L020.07	3.71	254.000	942.34
EROSION CONTROL, TYPE B-1	m2	254.000	942.34
		0.000	0.00
		0.000	0.00
0053                          L032.75	80.00	32.000	2,560.00
MULCH	Mg	32.000	2,560.00
		0.000	0.00
		0.000	0.00
0054                          0030.50	1,200.00	1.000	1,200.00
MOBILIZATION	LS	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	36,006.27
		Current	36,006.27
		In place	22,518.15
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 100+30.11
0055                          A018.83	1.25	2,943.000	3,678.75
REINFORCING STEEL	kg	2,943.000	3,678.75
		2,943.000	3,678.76
		0.000	0.00
0056                          0030.60	66,000.00	1.000	66,000.00
MOBILIZATION	LS	1.000	66,000.00
		1.000	66,000.00
		0.000	0.00
0057                          3016.21	350.00	26.000	9,100.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	26.000	9,100.00
		26.063	9,122.05
		-10.508	-3,677.80
0058                          4102.08	400.00	20.800	8,320.00
CLASS 47BD-25 CONCRETE FOR RETAINING WALL	m3	20.800	8,320.00
		20.800	8,320.00
		0.000	0.00
0059                          6000.20	10,000.00	1.000	10,000.00
PIER NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0060                          6000.21	10,000.00	1.000	10,000.00
PIER NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0061                          6002.00	5,000.00	1.000	5,000.00
COLUMN FOOTING NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0062                          6002.01	5,000.00	1.000	5,000.00
COLUMN FOOTING NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0063                          6002.02	5,000.00	1.000	5,000.00
COLUMN FOOTING NO.3 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0064                          6002.03	5,000.00	1.000	5,000.00
COLUMN FOOTING NO.4 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0065                          6002.04	5,000.00	1.000	5,000.00
COLUMN FOOTING NO.5 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0066                          6002.05	5,000.00	1.000	5,000.00
COLUMN FOOTING NO.6 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0067                          6002.06	5,000.00	1.000	5,000.00
COLUMN FOOTING NO.7 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0068                          6002.07	5,000.00	1.000	5,000.00
COLUMN FOOTING NO.8 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0069                          6010.20	400.00	55.300	22,120.00
CLASS 47B-25 CONCRETE FOR BRIDGE	m3	55.300	22,120.00
		55.400	22,160.00
		0.000	0.00
0070                          6010.29	325.00	134.700	43,777.50
CLASS 47BD-25 CONCRETE FOR BRIDGE	m2	134.700	43,777.50
		134.700	43,777.50
		0.000	0.00
0071                          6070.00	85,000.00	1.000	85,000.00
PRECAST CONCRETE PIER WALLS	LS	1.000	85,000.00
		1.000	85,000.00
		0.000	0.00
0072                          6070.50	120,545.00	1.000	120,545.00
PEDESTRIAN BRIDGE	LS	1.000	120,545.00
		1.000	120,545.00
		0.000	0.00
0073                          6070.80	275,000.00	1.000	275,000.00
PRECAST/PRESTRESSED CONCRETE RAMP STRUCTURE	LS	1.000	275,000.00
		0.900	247,500.00
		0.000	0.00
0074                          6100.00	1,500.00	4.000	6,000.00
FLOOR DRAINS	EACH	4.000	6,000.00
		4.000	6,000.00
		0.000	0.00
0075                          6205.40	60.00	512.000	30,720.00
PRESTRESSED CONCRETE PILES, TYPE I	m	512.000	30,720.00
		511.920	30,715.20
		0.000	0.00
0076                          6404.25	200.00	456.000	91,200.00
1.5 m PEDESTRIAN RAILING (CHAIN LINK TYPE-VINYL COATED)	m	456.000	91,200.00
		216.000	43,200.00
		0.000	0.00
0077                          6700.15	5,000.00	1.000	5,000.00
LIGHTING SYSTEM	EACH	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0078                          6700.20	1,500.00	41.000	61,500.00
TYPE A LIGHT FIXTURES	EACH	41.000	61,500.00
		0.000	0.00
		0.000	0.00
0079                          6700.30	3,500.00	8.000	28,000.00
TYPE B LIGHT POLES	EACH	8.000	28,000.00
		8.000	28,000.00
		0.000	0.00
4013                          4976.05	12,844.95	0.000	0.00
ADDITIONAL WORK	LS	1.000	12,844.95
PEDESTRIAN BRIDGE COLUMN EXTENSIONS		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 100+30.11		Contracted	915,961.25
		Current	928,806.20
		In place	774,018.51
		This Estimate	-3,677.80
GROUP 6B BRIDGE AT STA. 20+05.615
0080                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		791.000	632.80
		0.000	0.00
0081                          0030.60	85,000.00	1.000	85,000.00
MOBILIZATION	LS	1.000	85,000.00
		1.000	85,000.00
		0.000	0.00
0082                          3050.15	245.00	157.100	38,489.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	157.100	38,489.50
		157.100	38,489.50
		0.000	0.00
0083                          3051.10	1.65	11,585.000	19,115.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	11,585.000	19,115.25
		11,585.000	19,115.25
		0.000	0.00
0084                          6000.10	7,500.00	1.000	7,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0085                          6000.11	7,500.00	1.000	7,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0086                          6000.20	25,000.00	1.000	25,000.00
PIER NO.1 EXCAVATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0087                          6005.35	180.00	30.400	5,472.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	30.400	5,472.00
		30.400	5,472.00
		0.000	0.00
0088                          6005.78	150.00	10.000	1,500.00
EXPANSION BEARING, TFE TYPE	EACH	10.000	1,500.00
		10.000	1,500.00
		0.000	0.00
0089                          6005.83	150.00	5.000	750.00
FIXED BEARING	EACH	5.000	750.00
		5.000	750.00
		0.000	0.00
0090                          6010.22	425.00	204.900	87,082.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	253.100	107,567.50
		299.100	127,117.51
		0.000	0.00
0091                          6010.26	435.00	379.100	164,908.50
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	333.100	144,898.50
		333.100	144,898.50
		0.000	0.00
0092                          6071.11	497,611.00	1.000	497,611.00
STEEL SUPERSTRUCTURE	LS	1.000	497,611.00
AT STA. 20+05.615		1.000	497,611.00
		0.000	0.00
0093                          6107.00	100.00	67.900	6,790.00
CONCRETE SLOPE PROTECTION	m2	67.900	6,790.00
		70.680	7,068.00
		0.000	0.00
0094                          6131.50	1.35	61,437.000	82,939.95
EPOXY COATED REINFORCING STEEL	kg	61,957.000	83,641.95
		61,437.000	82,939.96
		0.000	0.00
0095                          6200.00	65.00	383.600	24,934.00
CONCRETE PILING	m	383.600	24,934.00
		326.819	21,243.24
		0.000	0.00
0096                          6210.50	65.00	1,039.000	67,535.00
PIPE PILING	m	1,039.000	67,535.00
		1,014.580	65,947.70
		0.000	0.00
0097                          6404.16	200.00	70.600	14,120.00
1.8 m PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	70.600	14,120.00
		69.400	13,880.00
		0.000	0.00
0098                          6601.15	60.00	60.000	3,600.00
38 mm CONDUIT IN BRIDGE	m	60.000	3,600.00
		108.000	6,480.00
		0.000	0.00
0099                          6951.12	2.25	3,360.000	7,560.00
SHEAR CONNECTORS	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0100                          8091.00	40.00	244.900	9,796.00
GRANULAR BACKFILL	m3	244.900	9,796.00
		244.900	9,796.00
		0.000	0.00
4001                          6951.12	1.96	0.000	0.00
SHEAR CONNECTORS	EACH	3,360.000	6,585.60
REVISED		3,360.000	6,585.60
		0.000	0.00
GROUP 6B BRIDGE AT STA. 20+05.615		Contracted	1,158,003.70
		Current	1,158,206.30
		In place	1,174,527.06
		This Estimate	0.00
GROUP 7 GUARDRAIL
0121                          0030.70	800.00	1.000	800.00
MOBILIZATION	LS	1.000	800.00
		1.000	800.00
		0.000	0.00
0122                          7011.20	46.13	15.240	703.02
W-BEAM GUARDRAIL	m	15.240	703.02
		15.240	703.02
		0.000	0.00
0123                          7020.00	1,000.00	4.000	4,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,000.00
		4.000	4,000.00
		0.000	0.00
0124                          7021.58	1,258.00	4.000	5,032.00
GUARDRAIL END TREATMENT, SRT-75	EACH	4.000	5,032.00
		4.000	5,032.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	10,535.02
		Current	10,535.02
		In place	10,535.02
		This Estimate	0.00
GROUP 8B ELECTRICAL
0125                          A001.12	250.00	11.000	2,750.00
PULL BOX, TYPE PB-5	EACH	11.000	2,750.00
		11.000	2,750.00
		0.000	0.00
0126                          A009.07	1,300.00	1.000	1,300.00
STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25	EACH	1.000	1,300.00
		1.000	1,300.00
		0.000	0.00
0127                          A009.14	1,400.00	19.000	26,600.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	19.000	26,600.00
		19.000	26,600.00
		0.000	0.00
0128                          A020.10	1,200.00	1.000	1,200.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	1,200.00
		0.000	0.00
		0.000	0.00
0129                          A020.30	3,500.00	2.000	7,000.00
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	7,000.00
		0.000	0.00
		0.000	0.00
0130                          A070.10	7.25	975.000	7,068.75
38 mm CONDUIT IN TRENCH	m	975.000	7,068.75
		976.300	7,078.18
		0.000	0.00
0131                          A072.10	7.25	166.000	1,203.50
38 mm CONDUIT UNDER ROADWAY	m	166.000	1,203.50
		150.000	1,087.50
		0.000	0.00
0132                          A080.22	0.75	1,206.000	904.50
STREET LIGHTING CABLE, NO. 6 BARE	m	1,206.000	904.50
		1,142.400	856.80
		0.000	0.00
0133                          A080.24	1.30	2,412.000	3,135.60
STREET LIGHTING CABLE, NO. 6 USE	m	2,412.000	3,135.60
		2,284.800	2,970.24
		0.000	0.00
0134                          0030.81	4,500.00	1.000	4,500.00
MOBILIZATION	LS	1.000	4,500.00
		1.000	4,500.00
		0.000	0.00
4006                          A070.08	61.99	0.000	0.00
38 mm CONDUIT, JACKED	m	16.000	991.84
		21.500	1,332.79
		0.000	0.00
4012                          4976.05	1,178.94	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,178.94
ELECTRICAL TO MODIFY RADIUSES		1.000	1,178.94
		1.000	1,178.94
GROUP 8B ELECTRICAL		Contracted	55,662.35
		Current	57,833.13
		In place	49,654.45
		This Estimate	1,178.94
GROUP 9 BITUMINOUS
0135                          P402.15	95.00	165.200	15,694.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	165.200	15,694.00
		178.500	16,957.50
		0.000	0.00
0136                          0002.55	21.85	16.270	355.50
OVERLAY BROKEN LINES	StaM	16.270	355.50
		0.000	0.00
		0.000	0.00
0137                          0002.60	21.60	32.540	702.86
OVERLAY SOLID LINES	StaM	32.540	702.86
		0.000	0.00
		0.000	0.00
0138                          0009.00	500.00	3.000	1,500.00
PERMANENT BARRICADE	EACH	3.000	1,500.00
		0.000	0.00
		0.000	0.00
0139                          0030.90	31,117.50	1.000	31,117.50
MOBILIZATION	LS	1.000	31,117.50
		1.000	31,117.50
		0.000	0.00
0140                          1020.03	16.50	67.000	1,105.50
DELINEATOR, TYPE III	EACH	67.000	1,105.50
		0.000	0.00
		0.000	0.00
0141                          1020.20	24.50	24.000	588.00
INSTALL CHEVRONS	EACH	24.000	588.00
		0.000	0.00
		0.000	0.00
0142                          2001.00	12.00	50.000	600.00
GRAVEL SURFACE COURSE	m3	50.000	600.00
		0.000	0.00
		0.000	0.00
0143                          3013.10	95.00	50.200	4,769.00
CONCRETE CLASS 47B-20 BARRIER CURB	m	50.200	4,769.00
		0.000	0.00
		0.000	0.00
0144                          3014.12	70.00	1,001.100	70,077.00
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	1,039.000	72,730.00
		1,071.700	75,019.00
		0.000	0.00
0145                          3016.23	35.00	88.300	3,090.50
150 mm CONCRETE CLASS 47B-20 SIDEWALKS	m2	88.300	3,090.50
		57.850	2,024.75
		10.508	367.78
0146                          3017.40	50.00	12.000	600.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	12.000	600.00
		12.806	640.30
		0.000	0.00
0147                          4024.55	165.00	14.400	2,376.00
FLUME SPILLWAY	m	14.400	2,376.00
		20.800	3,432.00
		0.000	0.00
0148                          4024.71	2,500.00	4.000	10,000.00
CONCRETE FLUME, TYPE II	EACH	4.000	10,000.00
		4.000	10,000.00
		0.000	0.00
0149                          4024.73	2,500.00	6.000	15,000.00
CONCRETE FLUME, TYPE IV	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0150                          8029.86	3.25	19,331.000	62,825.75
BITUMINOUS FOUNDATION COURSE 150 mm	m2	19,331.000	62,825.75
		22,027.160	71,588.28
		1,236.240	4,017.78
0151                          8051.00	28.00	44.000	1,232.00
SOIL BINDER	m3	44.000	1,232.00
		0.000	0.00
		0.000	0.00
0152                          8101.40	5.25	2,937.000	15,419.25
SUBGRADE STABILIZATION	m2	2,937.000	15,419.25
		0.000	0.00
		0.000	0.00
0153                          8111.00	900.00	0.940	846.00
SHOULDER SUBGRADE PREPARATION	StaM	0.940	846.00
		0.940	846.00
		0.940	846.00
0154                          9005.45	26.45	11,000.000	290,950.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	11,300.000	298,885.00
		11,878.460	314,185.27
		0.000	0.00
0155                          9009.00	10.00	203.000	2,030.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	203.000	2,030.00
		0.000	0.00
		0.000	0.00
0156                          9021.08	224.00	594.000	133,056.00
PERFORMANCE GRADED BINDER (64-28)	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0157                          9053.00	0.36	14,220.000	5,119.20
TACK COAT	L	14,650.000	5,274.00
		17,544.600	6,316.06
		0.000	0.00
0158                          9111.00	2.00	469.000	938.00
WATER	kL	469.000	938.00
		81.368	162.74
		0.000	0.00
0159                          9140.00	2,000.00	0.940	1,880.00
JOINT SEALING - ASPHALT TO CONCRETE	StaM	0.940	1,880.00
		0.000	0.00
		0.000	0.00
0160                          9170.00	169.00	45.741	7,730.23
EARTH SHOULDER CONSTRUCTION	StaM	45.741	7,730.23
		24.914	4,210.47
		24.914	4,210.47
0161                          9173.20	0.82	21,201.000	17,384.82
SUBGRADE PREPARATION	m2	21,201.000	17,384.82
		21,445.279	17,585.13
		1,236.240	1,013.72
0162                          9179.33	6.70	287.000	1,922.90
COLD MILLING, CLASS 3	m2	287.000	1,922.90
		523.160	3,505.17
		477.720	3,200.72
0163                          9179.34	4.30	6,099.000	26,225.70
COLD MILLING, CLASS 4	m2	6,099.000	26,225.70
		6,197.500	26,649.25
		4,259.500	18,315.85
0164                          9300.50	1,000.00	1.000	1,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
4002                          4024.76	2,400.00	0.000	0.00
CONCRETE FLUME, TYPE VII	EACH	6.000	14,400.00
		6.000	14,400.00
		0.000	0.00
4003                          9021.01	198.41	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	Mg	416.000	82,538.56
		447.572	88,802.76
		0.000	0.00
4004                          9021.08	257.76	0.000	0.00
PERFORMANCE GRADED BINDER (64-28)	Mg	196.000	50,520.96
MODIFIED		148.863	38,370.93
		0.000	0.00
4005                          9300.25	100.00	0.000	0.00
PRIME CONTRACTOR ADMINISTRATIVE COSTS	LS	1.000	100.00
		0.000	0.00
		0.000	0.00
4008                          4976.05	1,312.50	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,312.50
SUBGRADE PREP BELOW 1 FOOT		1.000	1,312.50
		0.000	0.00
4009                          4976.05	13,228.28	0.000	0.00
ADDITIONAL WORK	LS	1.000	13,228.28
GRADING TO MODIFY RADIUSES		1.000	13,228.28
		1.000	13,228.28
4016                          9188.51	26.00	0.000	0.00
SURFACING UNDER GUARDRAIL	m2	300.000	7,800.00
		293.330	7,626.58
		293.330	7,626.58
GROUP 9 BITUMINOUS		Contracted	726,135.71
		Current	758,722.81
		In place	747,980.47
		This Estimate	52,827.18
GROUP 10 GENERAL ITEMS
0165                          0001.08	0.50	560.000	280.00
BARRICADE, TYPE II	BDAY	560.000	280.00
		4,970.000	2,485.00
		66.000	33.00
0166                          0001.10	1.35	9,960.000	13,446.00
BARRICADE, TYPE III	BDAY	9,960.000	13,446.00
		6,327.000	8,541.45
		289.000	390.15
0167                          0001.30	1.50	1,236.000	1,854.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,236.000	1,854.00
		257.000	385.50
		0.000	0.00
0168                          0001.90	0.40	13,260.000	5,304.00
SIGN DAY	EACH	13,260.000	5,304.00
		18,530.000	7,412.00
		551.000	220.40
0169                          0002.30	1.20	200.000	240.00
PAVEMENT MARKING REMOVAL	m	200.000	240.00
		260.000	312.00
		0.000	0.00
0170                          0002.38	1.15	1,500.000	1,725.00
TEMPORARY PAVEMENT MARKING, TYPE I	m	1,500.000	1,725.00
		1,688.400	1,941.66
		0.000	0.00
0171                          0003.10	155.00	90.000	13,950.00
FLAGGING	DAY	90.000	13,950.00
		188.000	29,140.00
		0.000	0.00
0172                          0010.04	6,000.00	1.000	6,000.00
FIELD OFFICE	EACH	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0173                          0030.00	3,500.00	1.000	3,500.00
MOBILIZATION	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	46,299.00
		Current	46,299.00
		In place	59,717.61
		This Estimate	643.55
Totals for contract		Contracted	4,410,332.06
		Current	4,467,095.86
		In place	4,274,889.76
		This Estimate	62,540.44