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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4415B
Estimate Number:	0010
Pay Period End Date:	01.25.2003

Contract Location:
GRAND ISLAND SOUTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	04.18.2002
129 E 2ND ST	Date Awarded:	05.15.2002
PO BOX 1087	Date Contract Executed:	06.24.2002
	Date Notice to Proceed:	06.24.2002
HASTINGS NE 68902-1087	Date Work Began:	09.03.2002
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HALL

Project Number		PCT			Fed State Project Number		Description
41415B 000		0.000			EACSTPE-2235(3)		GR CP CULV SEED ELEC
41667 000		0.000			EACIM-STPAA-80-7(100)		GR CP CULV SEED BR GDRL FENCE ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,870,964.09	$1,630,939.09	$240,025.00
$9,801,179.79	Stockpiled Materials	$113,784.50	$192,086.90	$-78,302.40
Original Contract Amt	Gross Earnings	$1,984,748.59	$1,823,025.99	$161,722.60
$9,800,324.79	Retainage	$-18,709.64	$-16,309.39	$-2,400.25
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
19.09%	Net Earnings	$1,966,038.95	$1,806,716.60	$159,322.35
	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	$1,129.87	$982.45	$147.42
	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	$1,129.87	$982.45	$147.42
	Payment	$1,967,168.82	$1,807,699.05	$159,469.77
Project Manager			Div. Head/Dist. Eng.
Weber, Kirk	01.30.2003		Heermann, Dennis	01.30.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.31.2003
Controller Div. Processed
Burling, Laurie	01.31.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0175	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	996.00	E22341
		Anchor Bolt Assembly
		Total for estimate 0002:	996.00
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0179	6071.12	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	230,000.00	01-S-03
		Steel Superstructure @ Sta 107+09.194
		S.P. Adjustment	-51,869.60	01-S-03
		Steel Superstructure @ Sta 107+09.194
0186	6610.45	STRIP SEALS
		S.P. Initial Payment	6,604.50	21143
		Strip Seals for Bridge 6A @ Sta 107+09.194
0202	6095.00	STEEL DIAPHRAGM
		S.P. Initial Payment	6,356.00	21144
		Steel Diaphragm(s)-Bridge 6B @Sta604+02.955
		Total for estimate 0009:	191,090.90
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0175	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-498.00	E22341
		Anchor Bolt Assembly
0179	6071.12	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-77,804.40	01-S-03
		Steel Superstructure @ Sta 107+09.194
		Total for estimate 0010:	-78,302.40
		Total remaining for contract:	113,784.50

			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	75.00	21.800	1,635.00
COVER CROP SEEDING	ha	21.800	1,635.00
		7.190	539.25
		0.000	0.00
0002                          L020.00	1.05	5,935.000	6,231.75
EROSION CONTROL	m2	5,935.000	6,231.75
		0.000	0.00
		0.000	0.00
0003                          L020.09	15.70	734.000	11,523.80
EROSION CONTROL, TYPE AAA	m2	734.000	11,523.80
		0.000	0.00
		0.000	0.00
0004                          L021.00	14.00	157.000	2,198.00
EROSION CHECKS	BALE	157.000	2,198.00
		0.000	0.00
		0.000	0.00
0005                          L022.11	6.50	1,597.000	10,380.50
FABRIC SILT FENCE-LOW POROSITY	m	1,597.000	10,380.50
		0.000	0.00
		0.000	0.00
0008                          0030.10	28,836.50	1.000	28,836.50
MOBILIZATION	LS	1.000	28,836.50
		1.000	28,836.50
		0.000	0.00
0009                          1009.00	56,200.00	1.000	56,200.00
GENERAL CLEARING AND GRUBBING	LS	1.000	56,200.00
FOR PROJECT STPE-2235(3)		0.970	54,514.00
		0.000	0.00
0011                          1011.00	2.12	7,120.000	15,094.40
WATER	kL	7,120.000	15,094.40
		0.000	0.00
		0.000	0.00
0013                          1030.00	4.43	94,866.000	420,256.38
EARTHWORK MEASURED IN EMBANKMENT	m3	94,866.000	420,256.38
		21,570.000	95,555.10
		0.000	0.00
0014                          1041.00	0.23	102,800.000	23,644.00
SALVAGING AND PLACING TOPSOIL	m2	102,800.000	23,644.00
		47,500.000	10,925.00
		0.000	0.00
0017                          1102.00	2.52	2,300.000	5,796.00
REMOVE ASPHALT SURFACE	m2	2,300.000	5,796.00
		36.000	90.72
		0.000	0.00
0018                          1106.00	2.88	402.000	1,157.76
REMOVE DRIVEWAY	m2	402.000	1,157.76
		72.000	207.36
		0.000	0.00
0020                          1300.18	36.20	62.000	2,244.40
450 mm DRIVEWAY CULVERT PIPE	m	62.000	2,244.40
		12.000	434.40
		0.000	0.00
0021                          1300.24	42.20	280.000	11,816.00
600 mm DRIVEWAY CULVERT PIPE	m	280.000	11,816.00
		203.000	8,566.60
		0.000	0.00
0022                          1300.36	68.90	24.000	1,653.60
900 mm DRIVEWAY CULVERT PIPE	m	24.000	1,653.60
		24.000	1,653.60
		0.000	0.00
0023                          1305.54	165.50	17.500	2,896.25
1350 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE	m	17.500	2,896.25
		17.500	2,896.25
		0.000	0.00
0024                          1315.24	89.40	26.000	2,324.40
600 mm REINFORCED CONCRETE PIPE FOR DRIVEWAY CULVERT PIPE	m	26.000	2,324.40
CLASS V		0.000	0.00
		0.000	0.00
0026                          4035.00	100.00	2.000	200.00
REMOVE FLARED-END SECTION	EACH	2.000	200.00
		2.000	200.00
		0.000	0.00
0027                          6105.02	46.70	100.000	4,670.00
ROCK RIPRAP, TYPE B	Mg	100.000	4,670.00
		0.000	0.00
		0.000	0.00
0028                          7017.00	5.95	15.400	91.63
REMOVE GUARDRAIL	m	15.400	91.63
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	608,850.37
		Current	608,850.37
		In place	204,418.78
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0030                          0030.30	37,935.97	1.000	37,935.97
MOBILIZATION	LS	1.000	37,935.97
		0.000	0.00
		0.000	0.00
0034                          2001.00	9.00	438.000	3,942.00
GRAVEL SURFACE COURSE	m3	438.000	3,942.00
		217.160	1,954.44
		0.000	0.00
0035                          2009.10	1,000.00	0.633	633.00
GRAVEL EMBEDMENT	StaM	0.633	633.00
		0.000	0.00
		0.000	0.00
0036                          2010.25	32.50	335.000	10,887.50
ROCK SURFACE COURSE	m3	335.000	10,887.50
		37.300	1,212.25
		0.000	0.00
0037                          2021.00	45.00	15.000	675.00
MAILBOX POST	EACH	15.000	675.00
		0.000	0.00
		0.000	0.00
0038                          3008.05	4.50	5,045.000	22,702.50
TIE BARS	EACH	5,045.000	22,702.50
		0.000	0.00
		0.000	0.00
0040                          3031.08	32.53	5,994.000	194,984.82
205 mm CONCRETE BASE COURSE	m2	5,994.000	194,984.82
		0.000	0.00
		0.000	0.00
0051                          8111.00	250.00	91.712	22,928.00
SHOULDER SUBGRADE PREPARATION	StaM	91.712	22,928.00
		0.000	0.00
		0.000	0.00
0053                          9005.00	30.86	100.000	3,086.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,086.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0054                          9005.23	14.03	6,600.000	92,598.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	6,600.000	92,598.00
		0.000	0.00
		0.000	0.00
0055                          9005.45	20.86	13,650.000	284,739.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	13,650.000	284,739.00
		0.000	0.00
		0.000	0.00
0056                          9009.00	3.50	3,057.000	10,699.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	3,057.000	10,699.50
		0.000	0.00
		0.000	0.00
0058                          9021.01	195.00	742.500	144,787.50
PERFORMANCE GRADED BINDER (64-22)	Mg	742.500	144,787.50
		0.000	0.00
		0.000	0.00
0059                          9021.03	195.00	356.400	69,498.00
PERFORMANCE GRADED BINDER (58-28)	Mg	356.400	69,498.00
		0.000	0.00
		0.000	0.00
0060                          9030.00	11.50	103.000	1,184.50
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	103.000	1,184.50
		0.000	0.00
		0.000	0.00
0061                          9034.00	2.50	3,057.000	7,642.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	3,057.000	7,642.50
		0.000	0.00
		0.000	0.00
0062                          9053.00	0.26	55,240.000	14,362.40
TACK COAT	L	55,240.000	14,362.40
		0.000	0.00
		0.000	0.00
0063                          9111.00	2.00	200.000	400.00
WATER	kL	200.000	400.00
		0.000	0.00
		0.000	0.00
0065                          9170.00	225.00	16.291	3,665.48
EARTH SHOULDER CONSTRUCTION	StaM	16.291	3,665.48
		0.000	0.00
		0.000	0.00
0066                          9173.20	1.20	11,139.000	13,366.80
SUBGRADE PREPARATION	m2	11,139.000	13,366.80
		0.000	0.00
		0.000	0.00
0067                          9179.23	435.00	54.002	23,490.87
COLD MILLING, CLASS 3	StaM	54.002	23,490.87
		0.000	0.00
		0.000	0.00
0069                          9300.50	2,000.00	1.000	2,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,000.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	966,209.34
		Current	966,209.34
		In place	3,166.69
		This Estimate	0.00
GROUP 4 CULVERTS
0077                          0030.40	10,920.22	1.000	10,920.22
MOBILIZATION	LS	1.000	10,920.22
		1.000	10,920.22
		0.000	0.00
0078                          1043.50	2.50	483.000	1,207.50
RIPRAP FILTER FABRIC	m2	483.000	1,207.50
		255.000	637.50
		255.000	637.50
0080                          4004.50	2.70	756.000	2,041.20
CAST IRON GRATE AND FRAME	kg	756.000	2,041.20
		756.000	2,041.20
		756.000	2,041.20
0081                          4035.00	120.00	4.000	480.00
REMOVE FLARED-END SECTION	EACH	4.000	480.00
		6.000	720.00
		0.000	0.00
0082                          4040.00	160.00	8.000	1,280.00
REMOVE HEADWALLS FROM CULVERTS	EACH	8.000	1,280.00
		4.000	640.00
		0.000	0.00
0085                          4044.02	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 10+00.09 RT.		1.000	1,200.00
		0.000	0.00
0086                          4044.03	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 13+64.37		1.000	2,000.00
		0.000	0.00
0087                          4044.04	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 174+70.31		1.000	1,200.00
		0.000	0.00
0088                          4044.05	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 182+73.29		1.000	1,200.00
		1.000	1,200.00
0089                          4050.01	12.00	315.000	3,780.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	315.000	3,780.00
		268.000	3,216.00
		0.000	0.00
0090                          4051.01	15.00	730.000	10,950.00
EXCAVATION FOR BOX CULVERTS	m3	730.000	10,950.00
		704.000	10,560.00
		95.500	1,432.50
0091                          4100.06	650.00	8.500	5,525.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	8.500	5,525.00
		0.000	0.00
		0.000	0.00
0092                          4101.06	317.00	269.040	85,285.68
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	269.040	85,285.68
		282.130	89,435.22
		19.961	6,327.64
0093                          4105.59	675.00	3.970	2,679.75
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	3.970	2,679.75
		3.970	2,679.75
		0.000	0.00
0094                          4107.07	675.00	2.360	1,593.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	2.360	1,593.00
		0.000	0.00
		0.000	0.00
0095                          4150.00	1.60	706.000	1,129.60
REINFORCING STEEL FOR HEADWALL	kg	706.000	1,129.60
		0.000	0.00
		0.000	0.00
0096                          4151.00	1.28	19,209.000	24,587.52
REINFORCING STEEL FOR BOX CULVERT	kg	19,209.000	24,587.52
		17,174.605	21,983.51
		1,329.233	1,701.42
0097                          4155.50	1.60	239.000	382.40
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	239.000	382.40
		239.000	382.40
		0.000	0.00
0098                          4157.00	1.60	96.000	153.60
REINFORCING STEEL FOR COLLARS	kg	96.000	153.60
		0.000	0.00
		0.000	0.00
0104                          4350.36	98.00	177.500	17,395.00
900 mm CORRUGATED METAL PIPE	m	177.500	17,395.00
		132.000	12,936.00
		0.000	0.00
0105                          4360.36	400.00	6.000	2,400.00
900 mm METAL FLARED-END SECTION	EACH	6.000	2,400.00
		4.000	1,600.00
		0.000	0.00
0106                          4450.36	205.00	63.500	13,017.50
900 mm REINFORCED CONCRETE PIPE	m	63.500	13,017.50
		63.500	13,017.50
		0.000	0.00
0107                          4452.18	150.00	85.000	12,750.00
450 mm REINFORCED CONCRETE PIPE CLASS V	m	85.000	12,750.00
		85.000	12,750.00
		85.000	12,750.00
0108                          4460.18	325.00	4.000	1,300.00
450 mm CONCRETE FLARED-END SECTION	EACH	4.000	1,300.00
		4.000	1,300.00
		4.000	1,300.00
0109                          4460.36	600.00	4.000	2,400.00
900 mm CONCRETE FLARED-END SECTION	EACH	4.000	2,400.00
		2.000	1,200.00
		0.000	0.00
0111                          4831.18	470.00	28.000	13,160.00
JACKING 450 mm REINFORCED CONCRETE PIPE CLASS V	m	28.000	13,160.00
		28.000	13,160.00
		28.000	13,160.00
0113                          6040.00	3,000.00	1.000	3,000.00
REMOVE STRUCTURE	EACH	1.000	3,000.00
AT STA. 15+53.8 RT.		1.000	3,000.00
		0.000	0.00
0114                          6105.02	30.00	455.000	13,650.00
ROCK RIPRAP, TYPE B	Mg	455.000	13,650.00
		480.000	14,400.00
		240.000	7,200.00
GROUP 4 CULVERTS		Contracted	236,667.97
		Current	236,667.97
		In place	222,179.30
		This Estimate	47,750.26
GROUP 5 SEEDING
0121                          L001.02	943.48	21.800	20,567.86
SEEDING, TYPE B	ha	21.800	20,567.86
		0.000	0.00
		0.000	0.00
0122                          L001.17	2,106.25	6.850	14,427.81
SEEDING, TYPE WETLAND	ha	6.850	14,427.81
		0.000	0.00
		0.000	0.00
0126                          L032.75	73.00	100.000	7,300.00
MULCH	Mg	100.000	7,300.00
		0.000	0.00
		0.000	0.00
0127                          0030.50	585.08	1.000	585.08
MOBILIZATION	LS	1.000	585.08
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	42,880.76
		Current	42,880.76
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0249                          A001.12	350.00	3.000	1,050.00
PULL BOX, TYPE PB-5	EACH	3.000	1,050.00
		0.000	0.00
		0.000	0.00
0250                          A009.14	1,350.00	4.000	5,400.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	4.000	5,400.00
		0.000	0.00
		0.000	0.00
0251                          A020.10	986.00	2.000	1,972.00
LIGHTING CONTROL CENTER, TYPE D	EACH	2.000	1,972.00
		0.000	0.00
		0.000	0.00
0253                          A070.10	6.00	161.000	966.00
38 mm CONDUIT IN TRENCH	m	161.000	966.00
		0.000	0.00
		0.000	0.00
0255                          A074.12	55.00	79.000	4,345.00
38 mm CONDUIT, JACKED	m	79.000	4,345.00
		0.000	0.00
		0.000	0.00
0257                          A080.22	1.70	197.000	334.90
STREET LIGHTING CABLE, NO. 6 BARE	m	197.000	334.90
		0.000	0.00
		0.000	0.00
0258                          A080.24	1.80	394.000	709.20
STREET LIGHTING CABLE, NO. 6 USE	m	394.000	709.20
		0.000	0.00
		0.000	0.00
0259                          A082.34	5.00	60.000	300.00
DIRECT BURIAL CABLE, NO. 6 USE	m	60.000	300.00
		0.000	0.00
		0.000	0.00
0260                          0030.81	363.58	1.000	363.58
MOBILIZATION	LS	1.000	363.58
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	15,440.68
		Current	15,440.68
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0270                          0001.10	1.00	5,020.000	5,020.00
BARRICADE, TYPE III	BDAY	5,020.000	5,020.00
		0.000	0.00
		0.000	0.00
0271                          0001.30	0.75	1,396.000	1,047.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,396.000	1,047.00
		0.000	0.00
		0.000	0.00
0272                          0001.75	5.50	1,095.000	6,022.50
TEMPORARY SIGN DAY	EACH	1,095.000	6,022.50
		0.000	0.00
		0.000	0.00
0273                          0001.90	0.50	10,616.000	5,308.00
SIGN DAY	EACH	10,616.000	5,308.00
		0.000	0.00
		0.000	0.00
0276                          0002.55	23.75	112.238	2,665.65
OVERLAY BROKEN LINES	StaM	112.238	2,665.65
		0.000	0.00
		0.000	0.00
0278                          0003.10	185.00	110.000	20,350.00
FLAGGING	DAY	110.000	20,350.00
		0.000	0.00
		0.000	0.00
0283                          0010.04	1,500.00	0.200	300.00
FIELD OFFICE	EACH	0.200	300.00
		0.000	0.00
		0.000	0.00
0284                          0030.00	2,254.47	1.000	2,254.47
MOBILIZATION	LS	1.000	2,254.47
		0.000	0.00
		0.000	0.00
0286                          9110.01	75.00	55.000	4,125.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	55.000	4,125.00
		8.000	600.00
		0.000	0.00
0287                          9110.02	75.00	15.000	1,125.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	15.000	1,125.00
		9.330	699.75
		0.000	0.00
0288                          9110.03	55.00	55.000	3,025.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	55.000	3,025.00
		8.180	449.90
		0.000	0.00
0289                          9110.06	65.00	40.000	2,600.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	40.000	2,600.00
		1.000	65.00
		0.000	0.00
0290                          9110.07	50.00	55.000	2,750.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	55.000	2,750.00
		2.000	100.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	56,592.62
		Current	56,592.62
		In place	1,914.65
		This Estimate	0.00
GROUP 1 GRADING
0001                          L006.00	75.00	43.000	3,225.00
COVER CROP SEEDING	ha	43.000	3,225.00
		0.000	0.00
		0.000	0.00
0002                          L020.00	1.05	6,046.000	6,348.30
EROSION CONTROL	m2	6,046.000	6,348.30
		0.000	0.00
		0.000	0.00
0003                          L020.09	15.70	532.000	8,352.40
EROSION CONTROL, TYPE AAA	m2	532.000	8,352.40
		0.000	0.00
		0.000	0.00
0006                          L022.25	8.00	1,536.200	12,289.60
FABRIC SILT FENCE, TYPE COIR FIBER	m	1,536.200	12,289.60
		0.000	0.00
		0.000	0.00
0007                          L022.75	22.62	60.000	1,357.20
TEMPORARY SILT CHECK	m	60.000	1,357.20
		0.000	0.00
		0.000	0.00
0008                          0030.10	51,763.50	1.000	51,763.50
MOBILIZATION	LS	1.000	51,763.50
		1.000	51,763.50
		0.000	0.00
0010                          1009.01	119,902.00	1.000	119,902.00
GENERAL CLEARING AND GRUBBING	LS	1.000	119,902.00
FOR PROJECT IM-STPAA-80-7(100)		0.950	113,906.90
		0.000	0.00
0011                          1011.00	2.12	17,790.000	37,714.80
WATER	kL	17,790.000	37,714.80
		1,194.450	2,532.23
		116.520	247.02
0012                          1012.00	58.00	52.000	3,016.00
RIGHT-OF-WAY MARKERS	EACH	52.000	3,016.00
		0.000	0.00
		0.000	0.00
0013                          1030.00	4.43	317,624.000	1,407,074.32
EARTHWORK MEASURED IN EMBANKMENT	m3	317,624.000	1,407,074.32
		84,486.000	374,272.98
		7,678.000	34,013.54
0014                          1041.00	0.23	288,870.000	66,440.10
SALVAGING AND PLACING TOPSOIL	m2	288,870.000	66,440.10
		24,375.000	5,606.25
		0.000	0.00
0015                          1101.00	2.88	11,205.000	32,270.40
REMOVE PAVEMENT	m2	11,205.000	32,270.40
		0.000	0.00
		0.000	0.00
0016                          1101.25	8.20	25.000	205.00
SAWING PAVEMENT	m	25.000	205.00
		0.000	0.00
		0.000	0.00
0019                          1111.00	0.80	4,460.800	3,568.64
REMOVE FENCE	m	4,460.800	3,568.64
		6,250.200	5,000.16
		0.000	0.00
0025                          1701.36	68.90	59.000	4,065.10
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	59.000	4,065.10
		0.000	0.00
		0.000	0.00
0028                          7017.00	5.95	322.800	1,920.66
REMOVE GUARDRAIL	m	322.800	1,920.66
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	1,759,513.02
		Current	1,759,513.02
		In place	553,082.02
		This Estimate	34,260.56
GROUP 3 CONCRETE PAVEMENT
0029                          0002.61	52.50	48.000	2,520.00
PLOWABLE PAVEMENT MARKER	EACH	48.000	2,520.00
		0.000	0.00
		0.000	0.00
0030                          0030.30	61,364.03	1.000	61,364.03
MOBILIZATION	LS	1.000	61,364.03
		0.000	0.00
		0.000	0.00
0031                          1020.01	17.00	81.000	1,377.00
DELINEATOR, TYPE I	EACH	81.000	1,377.00
		0.000	0.00
		0.000	0.00
0032                          1020.02	17.30	81.000	1,401.30
DELINEATOR, TYPE II	EACH	81.000	1,401.30
		0.000	0.00
		0.000	0.00
0033                          1020.20	25.50	20.000	510.00
INSTALL CHEVRONS	EACH	20.000	510.00
		0.000	0.00
		0.000	0.00
0034                          2001.00	9.00	138.500	1,246.50
GRAVEL SURFACE COURSE	m3	138.500	1,246.50
		0.000	0.00
		0.000	0.00
0038                          3008.05	4.50	1,248.000	5,616.00
TIE BARS	EACH	1,248.000	5,616.00
		0.000	0.00
		0.000	0.00
0039                          3017.40	32.29	2,241.000	72,361.89
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	2,241.000	72,361.89
		0.000	0.00
		0.000	0.00
0041                          3075.52	30.65	11,119.000	340,797.35
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	11,119.000	340,797.35
		0.000	0.00
		0.000	0.00
0042                          3075.56	36.55	29,637.000	1,083,232.35
255 mm DOWELED CONCRETE PAVMENT, CLASS 47B-25	m2	29,637.000	1,083,232.35
		0.000	0.00
		0.000	0.00
0043                          3090.10	47.50	184.000	8,740.00
255 mm CONCRETE PAVEMENT	m2	184.000	8,740.00
CLASS 47BD-30		0.000	0.00
		0.000	0.00
0044                          3300.65	90.00	25.000	2,250.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	25.000	2,250.00
		0.000	0.00
		0.000	0.00
0045                          6010.40	525.00	27.700	14,542.50
CLASS 47BD-30 CONCRETE FOR BARRIER	m3	27.700	14,542.50
		0.000	0.00
		0.000	0.00
0046                          6131.61	2.25	7,160.000	16,110.00
EPOXY COATED REINFORCING STEEL FOR BARRIER	kg	7,160.000	16,110.00
		0.000	0.00
		0.000	0.00
0047                          7502.14	3.85	4,500.000	17,325.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	4,500.000	17,325.00
		0.000	0.00
		0.000	0.00
0048                          7503.14	3.90	3,500.000	13,650.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	3,500.000	13,650.00
		0.000	0.00
		0.000	0.00
0049                          7508.14	11.55	1,000.000	11,550.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	1,000.000	11,550.00
		0.000	0.00
		0.000	0.00
0050                          8029.10	3.60	45,526.000	163,893.60
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	45,526.000	163,893.60
		0.000	0.00
		0.000	0.00
0052                          9000.75	14.03	500.000	7,015.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	7,015.00
SPS		0.000	0.00
		0.000	0.00
0054                          9005.23	14.03	1,810.000	25,394.30
ASPHALTIC CONCRETE, TYPE SPS	Mg	1,810.000	25,394.30
		0.000	0.00
		0.000	0.00
0056                          9009.00	3.50	242.000	847.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	242.000	847.00
		0.000	0.00
		0.000	0.00
0057                          9020.92	195.00	27.000	5,265.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	5,265.00
		0.000	0.00
		0.000	0.00
0059                          9021.03	195.00	97.740	19,059.30
PERFORMANCE GRADED BINDER (58-28)	Mg	97.740	19,059.30
		0.000	0.00
		0.000	0.00
0061                          9034.00	2.50	242.000	605.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	242.000	605.00
		0.000	0.00
		0.000	0.00
0062                          9053.00	0.26	2,130.000	553.80
TACK COAT	L	2,130.000	553.80
		0.000	0.00
		0.000	0.00
0063                          9111.00	2.00	842.000	1,684.00
WATER	kL	842.000	1,684.00
		0.000	0.00
		0.000	0.00
0064                          9140.00	100.00	20.299	2,029.90
JOINT SEALING - ASPHALT TO CONCRETE	StaM	20.299	2,029.90
		0.000	0.00
		0.000	0.00
0065                          9170.00	225.00	74.007	16,651.58
EARTH SHOULDER CONSTRUCTION	StaM	74.007	16,651.58
		0.000	0.00
		0.000	0.00
0066                          9173.20	1.20	45,526.000	54,631.20
SUBGRADE PREPARATION	m2	45,526.000	54,631.20
		0.000	0.00
		0.000	0.00
0068                          9188.50	25.00	345.000	8,625.00
SURFACING UNDER GUARDRAIL	m2	345.000	8,625.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	1,960,848.60
		Current	1,960,848.60
		In place	0.00
		This Estimate	0.00
GROUP 4 CULVERTS
0070                          P120.24	120.00	5.000	600.00
600 mm CULVERT PIPE, TYPE 2	m	5.000	600.00
		0.000	0.00
		0.000	0.00
0071                          P120.36	180.00	15.500	2,790.00
900 mm CULVERT PIPE, TYPE 2	m	15.500	2,790.00
		8.500	1,530.00
		0.000	0.00
0072                          P120.48	260.00	4.000	1,040.00
1200 mm CULVERT PIPE, TYPE 2	m	4.000	1,040.00
		4.000	1,040.00
		0.000	0.00
0073                          P200.42	180.00	40.000	7,200.00
1050 mm CULVERT PIPE, TYPE 2 OR 5	m	40.000	7,200.00
		0.000	0.00
		0.000	0.00
0074                          P200.48	220.00	27.000	5,940.00
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	27.000	5,940.00
		27.000	5,940.00
		0.000	0.00
0075                          P400.18	70.00	126.200	8,834.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	126.200	8,834.00
		0.000	0.00
		0.000	0.00
0076                          P400.24	95.00	152.000	14,440.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	152.000	14,440.00
		152.000	14,440.00
		0.000	0.00
0077                          0030.40	7,079.78	1.000	7,079.78
MOBILIZATION	LS	1.000	7,079.78
		0.931	6,596.08
		0.000	0.00
0078                          1043.50	2.50	324.000	810.00
RIPRAP FILTER FABRIC	m2	324.000	810.00
		0.000	0.00
		0.000	0.00
0079                          1119.00	250.00	4.000	1,000.00
REMOVE INLET	EACH	4.000	1,000.00
		2.000	500.00
		0.000	0.00
0080                          4004.50	2.70	2,450.000	6,615.00
CAST IRON GRATE AND FRAME	kg	2,450.000	6,615.00
		0.000	0.00
		0.000	0.00
0081                          4035.00	120.00	7.000	840.00
REMOVE FLARED-END SECTION	EACH	7.000	840.00
		1.000	120.00
		0.000	0.00
0083                          4044.00	1,000.00	1.000	1,000.00
PREPARATION OF STRUCTURE	EACH	1.000	1,000.00
AT STA. 104+15.3		0.000	0.00
		0.000	0.00
0084                          4044.01	700.00	1.000	700.00
PREPARATION OF STRUCTURE	EACH	1.000	700.00
AT STA. 605+07.566		1.000	700.00
		0.000	0.00
0089                          4050.01	12.00	612.000	7,344.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	612.000	7,344.00
		193.000	2,316.00
		0.000	0.00
0090                          4051.01	15.00	55.000	825.00
EXCAVATION FOR BOX CULVERTS	m3	55.000	825.00
		0.000	0.00
		0.000	0.00
0092                          4101.06	317.00	29.100	9,224.70
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	29.100	9,224.70
		0.000	0.00
		0.000	0.00
0093                          4105.59	675.00	7.450	5,028.75
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	7.450	5,028.75
		0.000	0.00
		0.000	0.00
0094                          4107.07	675.00	3.070	2,072.25
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	3.070	2,072.25
		0.000	0.00
		0.000	0.00
0096                          4151.00	1.28	1,193.000	1,527.04
REINFORCING STEEL FOR BOX CULVERT	kg	1,193.000	1,527.04
		0.000	0.00
		0.000	0.00
0097                          4155.50	1.60	295.000	472.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	295.000	472.00
		0.000	0.00
		0.000	0.00
0098                          4157.00	1.60	123.000	196.80
REINFORCING STEEL FOR COLLARS	kg	123.000	196.80
		0.000	0.00
		0.000	0.00
0099                          4310.18	218.00	7.000	1,526.00
450 mm FLARED-END SECTION	EACH	7.000	1,526.00
		0.000	0.00
		0.000	0.00
0100                          4310.24	252.00	7.000	1,764.00
600 mm FLARED-END SECTION	EACH	7.000	1,764.00
		6.000	1,512.00
		0.000	0.00
0101                          4310.36	410.00	3.000	1,230.00
900 mm FLARED-END SECTION	EACH	3.000	1,230.00
		0.000	0.00
		0.000	0.00
0102                          4310.42	730.00	2.000	1,460.00
1050 mm FLARED-END SECTION	EACH	2.000	1,460.00
		0.000	0.00
		0.000	0.00
0103                          4310.48	650.00	3.000	1,950.00
1200 mm FLARED-END SECTION	EACH	3.000	1,950.00
		2.000	1,300.00
		0.000	0.00
0110                          4670.05	95.00	480.000	45,600.00
CULVERT SANDFILL	m3	480.000	45,600.00
		480.000	45,600.00
		0.000	0.00
0112                          4900.24	475.00	5.000	2,375.00
AREA INLET SEDIMENT FILTER	EACH	5.000	2,375.00
		0.000	0.00
		0.000	0.00
0114                          6105.02	30.00	280.000	8,400.00
ROCK RIPRAP, TYPE B	Mg	280.000	8,400.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	149,884.32
		Current	149,884.32
		In place	81,594.08
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 606+26.631
0115                          0030.40	8,000.00	1.000	8,000.00
MOBILIZATION	LS	1.000	8,000.00
		0.000	0.00
		0.000	0.00
0116                          4045.00	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 606+26.631		0.000	0.00
		0.000	0.00
0117                          4051.01	12.00	580.000	6,960.00
EXCAVATION FOR BOX CULVERTS	m3	580.000	6,960.00
		0.000	0.00
		0.000	0.00
0118                          4101.06	317.00	363.810	115,327.77
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	363.810	115,327.77
		0.000	0.00
		0.000	0.00
0119                          4151.00	1.28	18,454.000	23,621.12
REINFORCING STEEL FOR BOX CULVERT	kg	18,454.000	23,621.12
		0.000	0.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 606+26.631		Contracted	157,908.89
		Current	157,908.89
		In place	0.00
		This Estimate	0.00
GROUP 5 SEEDING
0120                          L001.01	1,574.86	34.500	54,332.67
SEEDING, TYPE A	ha	34.500	54,332.67
		0.000	0.00
		0.000	0.00
0121                          L001.02	943.48	8.500	8,019.58
SEEDING, TYPE B	ha	8.500	8,019.58
		0.000	0.00
		0.000	0.00
0123                          L001.18	1,806.30	9.700	17,521.11
SEEDING, TYPE WETLAND-HIGH	ha	9.700	17,521.11
		0.000	0.00
		0.000	0.00
0124                          L001.19	2,300.40	16.500	37,956.60
SEEDING, TYPE WETLAND-LOW	ha	16.500	37,956.60
		0.000	0.00
		0.000	0.00
0125                          L020.07	3.83	2,986.000	11,436.38
EROSION CONTROL, TYPE B-1	m2	2,986.000	11,436.38
		0.000	0.00
		0.000	0.00
0126                          L032.75	73.00	194.000	14,162.00
MULCH	Mg	194.000	14,162.00
		0.000	0.00
		0.000	0.00
0127                          0030.50	2,214.92	1.000	2,214.92
MOBILIZATION	LS	1.000	2,214.92
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	145,643.26
		Current	145,643.26
		In place	0.00
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 107+09.194
0158                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0159                          0030.60	115,000.00	1.000	115,000.00
MOBILIZATION	LS	1.000	115,000.00
		1.000	115,000.00
		0.000	0.00
0160                          1043.50	2.50	52.000	130.00
RIPRAP FILTER FABRIC	m2	52.000	130.00
		0.000	0.00
		0.000	0.00
0161                          3050.15	188.00	105.000	19,740.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	105.000	19,740.00
		0.000	0.00
		0.000	0.00
0162                          3051.10	1.25	7,135.000	8,918.75
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,135.000	8,918.75
		0.000	0.00
		0.000	0.00
0163                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0164                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0165                          6000.60	16,000.00	1.000	16,000.00
PIER NO.1 EXCAVATION	LS	1.000	16,000.00
		1.000	16,000.00
		0.000	0.00
0166                          6001.50	8,000.00	1.000	8,000.00
BENT NO.1 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0167                          6001.51	8,000.00	1.000	8,000.00
BENT NO.2 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0168                          6001.52	8,000.00	1.000	8,000.00
BENT NO.3 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0169                          6001.53	8,000.00	1.000	8,000.00
BENT NO.4 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0170                          6001.54	8,000.00	1.000	8,000.00
BENT NO.5 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0171                          6001.55	8,000.00	1.000	8,000.00
BENT NO.6 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0172                          6001.56	8,000.00	1.000	8,000.00
BENT NO.7 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0173                          6001.57	8,000.00	1.000	8,000.00
BENT NO.8 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0174                          6001.58	8,000.00	1.000	8,000.00
BENT NO.9 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0175                          6005.78	550.00	33.000	18,150.00
EXPANSION BEARING, TFE TYPE	EACH	33.000	18,150.00
		15.000	8,250.00
		15.000	8,250.00
0176                          6005.83	396.50	3.000	1,189.50
FIXED BEARING	EACH	3.000	1,189.50
		3.000	1,189.50
		3.000	1,189.50
0177                          6010.22	440.00	411.100	180,884.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	411.100	180,884.00
		416.782	183,384.08
		140.819	61,960.36
0178                          6010.26	440.00	573.300	252,252.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	573.300	252,252.00
		0.000	0.00
		0.000	0.00
0179                          6071.12	285,000.00	1.000	285,000.00
STEEL SUPERSTRUCTURE	LS	1.000	285,000.00
AT STA. 107+09.194		0.455	129,675.00
		0.273	77,805.00
0180                          6080.00	6.90	1,375.000	9,487.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,375.000	9,487.50
		1,111.500	7,669.35
		0.000	0.00
0181                          6104.00	15.00	700.000	10,500.00
BROKEN CONCRETE RIPRAP	Mg	700.000	10,500.00
		214.979	3,224.69
		214.979	3,224.69
0182                          6131.50	1.25	94,215.000	117,768.75
EPOXY COATED REINFORCING STEEL	kg	94,215.000	117,768.75
		14,417.465	18,021.84
		3,954.101	4,942.63
0183                          6139.50	35.00	31.000	1,085.00
SUBSURFACE DRAINAGE MATTING	m2	31.000	1,085.00
		0.000	0.00
		0.000	0.00
0184                          6200.00	95.00	1,512.200	143,659.00
CONCRETE PILING	m	1,512.200	143,659.00
		1,419.000	134,805.00
		0.000	0.00
0185                          6310.00	92.00	437.600	40,259.20
STEEL SHEET PILING	m2	437.600	40,259.20
		418.680	38,518.56
		0.000	0.00
0186                          6610.45	345.00	25.500	8,797.50
STRIP SEALS	m	25.500	8,797.50
		0.000	0.00
		0.000	0.00
0187                          8091.00	28.00	90.000	2,520.00
GRANULAR BACKFILL	m3	90.000	2,520.00
		0.000	0.00
		0.000	0.00
4000                          6200.00	57.00	0.000	0.00
CONCRETE PILING	m	15.000	855.00
Cut-Off for Conc Bearing Piling (Unit Price = 60%($95.00/m)		27.600	1,573.20
		0.000	0.00
GROUP 6A BRIDGE AT STA. 107+09.194		Contracted	1,312,141.20
		Current	1,312,996.20
		In place	737,311.22
		This Estimate	157,372.18
GROUP 6B BRIDGE AT STA. 604+02.955
0188                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		0.000	0.00
		0.000	0.00
0189                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		0.000	0.00
		0.000	0.00
0190                          3050.15	188.00	258.100	48,522.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	258.100	48,522.80
		0.000	0.00
		0.000	0.00
0191                          3051.10	1.25	14,730.000	18,412.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	14,730.000	18,412.50
		0.000	0.00
		0.000	0.00
0192                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0193                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0194                          6000.20	10,000.00	1.000	10,000.00
PIER NO.1 EXCAVATION	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0195                          6005.35	120.00	44.600	5,352.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	44.600	5,352.00
		0.000	0.00
		0.000	0.00
0196                          6005.78	467.00	16.000	7,472.00
EXPANSION BEARING, TFE TYPE	EACH	16.000	7,472.00
		0.000	0.00
		0.000	0.00
0197                          6005.83	440.00	16.000	7,040.00
FIXED BEARING	EACH	16.000	7,040.00
		0.000	0.00
		0.000	0.00
0198                          6010.22	420.00	234.700	98,574.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	234.700	98,574.00
		0.000	0.00
		0.000	0.00
0199                          6010.26	420.00	502.100	210,882.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	502.100	210,882.00
		0.000	0.00
		0.000	0.00
0200                          6011.11	325,000.00	1.000	325,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	325,000.00
AT STA. 604+02.955		0.000	0.00
		0.000	0.00
0201                          6040.00	35,000.00	1.000	35,000.00
REMOVE STRUCTURE	EACH	1.000	35,000.00
AT STA. 604+02.955		0.000	0.00
		0.000	0.00
0202                          6095.00	676.00	14.000	9,464.00
STEEL DIAPHRAGM	EACH	14.000	9,464.00
		0.000	0.00
		0.000	0.00
0203                          6107.00	46.50	578.000	26,877.00
CONCRETE SLOPE PROTECTION	m2	578.000	26,877.00
		0.000	0.00
		0.000	0.00
0204                          6131.50	1.25	89,205.000	111,506.25
EPOXY COATED REINFORCING STEEL	kg	89,205.000	111,506.25
		0.000	0.00
		0.000	0.00
0205                          6139.50	26.00	128.000	3,328.00
SUBSURFACE DRAINAGE MATTING	m2	128.000	3,328.00
		0.000	0.00
		0.000	0.00
0206                          6200.00	95.00	1,452.400	137,978.00
CONCRETE PILING	m	1,452.400	137,978.00
		0.000	0.00
		0.000	0.00
0207                          8091.00	28.00	380.000	10,640.00
GRANULAR BACKFILL	m3	380.000	10,640.00
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 604+02.955		Contracted	1,134,448.55
		Current	1,134,448.55
		In place	0.00
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 608+75.404
0208                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		0.000	0.00
		0.000	0.00
0209                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		0.000	0.00
		0.000	0.00
0210                          1010.01	3.40	470.000	1,598.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	470.000	1,598.00
		0.000	0.00
		0.000	0.00
0211                          1043.50	2.50	572.000	1,430.00
RIPRAP FILTER FABRIC	m2	572.000	1,430.00
		0.000	0.00
		0.000	0.00
0212                          3050.15	188.00	271.100	50,966.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	271.100	50,966.80
		0.000	0.00
		0.000	0.00
0213                          3051.10	1.45	17,024.000	24,684.80
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	17,024.000	24,684.80
		0.000	0.00
		0.000	0.00
0214                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0215                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0216                          6001.50	10,000.00	1.000	10,000.00
BENT NO.1 EXCAVATION	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0217                          6001.51	10,000.00	1.000	10,000.00
BENT NO.2 EXCAVATION	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0218                          6005.60	325.00	144.000	46,800.00
ELASTOMERIC BEARING	EACH	144.000	46,800.00
		0.000	0.00
		0.000	0.00
0219                          6010.22	480.00	183.300	87,984.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	183.300	87,984.00
		0.000	0.00
		0.000	0.00
0220                          6010.26	480.00	217.800	104,544.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	217.800	104,544.00
		0.000	0.00
		0.000	0.00
0221                          6011.11	182,000.00	1.000	182,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	182,000.00
AT STA. 608+75.404		0.000	0.00
		0.000	0.00
0222                          6030.00	35,000.00	1.000	35,000.00
PREPARATION OF BRIDGE	EACH	1.000	35,000.00
AT STA. 608+75.404		0.000	0.00
		0.000	0.00
0223                          6080.00	6.90	244.000	1,683.60
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	244.000	1,683.60
		0.000	0.00
		0.000	0.00
0224                          6104.00	16.00	103.000	1,648.00
BROKEN CONCRETE RIPRAP	Mg	103.000	1,648.00
		0.000	0.00
		0.000	0.00
0225                          6105.02	41.00	407.000	16,687.00
ROCK RIPRAP, TYPE B	Mg	407.000	16,687.00
		0.000	0.00
		0.000	0.00
0226                          6131.50	1.45	42,008.000	60,911.60
EPOXY COATED REINFORCING STEEL	kg	42,008.000	60,911.60
		0.000	0.00
		0.000	0.00
0227                          6139.50	29.00	96.000	2,784.00
SUBSURFACE DRAINAGE MATTING	m2	96.000	2,784.00
		0.000	0.00
		0.000	0.00
0228                          6200.00	95.00	835.200	79,344.00
CONCRETE PILING	m	835.200	79,344.00
		0.000	0.00
		0.000	0.00
0229                          6310.00	92.00	519.000	47,748.00
STEEL SHEET PILING	m2	519.000	47,748.00
		0.000	0.00
		0.000	0.00
0230                          6510.55	8,300.00	1.000	8,300.00
TEMPORARY BRIDGE SHORING	LS	1.000	8,300.00
		0.000	0.00
		0.000	0.00
0231                          8091.00	28.00	180.000	5,040.00
GRANULAR BACKFILL	m3	180.000	5,040.00
		0.000	0.00
		0.000	0.00
GROUP 6C BRIDGE AT STA. 608+75.404		Contracted	847,553.80
		Current	847,553.80
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0232                          0030.70	850.00	1.000	850.00
MOBILIZATION	LS	1.000	850.00
		0.000	0.00
		0.000	0.00
0233                          6010.26	1,550.00	2.000	3,100.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	2.000	3,100.00
		0.000	0.00
		0.000	0.00
0234                          6030.05	1,200.00	1.000	1,200.00
PREPARATION OF BRIDGE	EACH	1.000	1,200.00
AT STA. 599+17.73		0.000	0.00
		0.000	0.00
0235                          6131.50	2.50	330.000	825.00
EPOXY COATED REINFORCING STEEL	kg	330.000	825.00
		0.000	0.00
		0.000	0.00
0236                          7011.20	37.26	205.740	7,665.87
W-BEAM GUARDRAIL	m	205.740	7,665.87
		0.000	0.00
		0.000	0.00
0237                          7011.30	58.17	68.580	3,989.30
THRIE-BEAM GUARDRAIL	m	68.580	3,989.30
		0.000	0.00
		0.000	0.00
0238                          7019.50	36,168.00	1.000	36,168.00
IMPACT ATTENUATOR	EACH	1.000	36,168.00
		0.000	0.00
		0.000	0.00
0239                          7020.00	969.33	9.000	8,723.97
BRIDGE APPROACH SECTIONS	EACH	9.000	8,723.97
		0.000	0.00
		0.000	0.00
0240                          7022.50	4,179.00	2.000	8,358.00
BULLNOSE-3.8 m	EACH	2.000	8,358.00
		0.000	0.00
		0.000	0.00
0241                          7024.25	1,517.00	1.000	1,517.00
GUARDRAIL END TREATMENT, TYPE I	EACH	1.000	1,517.00
		0.000	0.00
		0.000	0.00
0242                          7024.27	1,433.00	8.000	11,464.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	11,464.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	83,861.14
		Current	83,861.14
		In place	0.00
		This Estimate	0.00
GROUP 7B FENCING
0243                          0030.71	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00
0244                          7100.00	13.75	2,644.800	36,366.00
RIGHT-OF-WAY FENCE	m	2,644.800	36,366.00
		1,089.000	14,973.75
		0.000	0.00
0245                          7103.00	200.00	11.000	2,200.00
END POSTS	EACH	11.000	2,200.00
		0.000	0.00
		0.000	0.00
0246                          7104.00	200.00	14.000	2,800.00
PULL POSTS	EACH	14.000	2,800.00
		9.000	1,800.00
		0.000	0.00
0247                          7105.00	200.00	22.000	4,400.00
CORNER POSTS	EACH	22.000	4,400.00
		9.000	1,800.00
		0.000	0.00
0248                          7106.02	600.00	1.000	600.00
9.1 m GATE	EACH	1.000	600.00
		0.000	0.00
		0.000	0.00
GROUP 7B FENCING		Contracted	46,866.00
		Current	46,866.00
		In place	19,073.75
		This Estimate	0.00
GROUP 8B ELECTRICAL
0249                          A001.12	350.00	14.000	4,900.00
PULL BOX, TYPE PB-5	EACH	14.000	4,900.00
		0.000	0.00
		0.000	0.00
0250                          A009.14	1,350.00	31.000	41,850.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	31.000	41,850.00
		0.000	0.00
		0.000	0.00
0252                          A020.30	1,235.00	3.000	3,705.00
LIGHTING CONTROL CENTER, TYPE R	EACH	3.000	3,705.00
		0.000	0.00
		0.000	0.00
0253                          A070.10	6.00	2,480.000	14,880.00
38 mm CONDUIT IN TRENCH	m	2,480.000	14,880.00
		0.000	0.00
		0.000	0.00
0254                          A072.10	7.00	130.000	910.00
38 mm CONDUIT UNDER ROADWAY	m	130.000	910.00
		0.000	0.00
		0.000	0.00
0256                          A080.10	2.00	5,220.000	10,440.00
STREET LIGHTING CABLE, NO. 2 USE	m	5,220.000	10,440.00
		0.000	0.00
		0.000	0.00
0257                          A080.22	1.70	2,610.000	4,437.00
STREET LIGHTING CABLE, NO. 6 BARE	m	2,610.000	4,437.00
		0.000	0.00
		0.000	0.00
0260                          0030.81	2,195.42	1.000	2,195.42
MOBILIZATION	LS	1.000	2,195.42
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	83,317.42
		Current	83,317.42
		In place	0.00
		This Estimate	0.00
GROUP 8C SIGNING
0261                          0030.82	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0262                          7320.00	250.00	2.000	500.00
INSTALL SIGN	EACH	2.000	500.00
		0.000	0.00
		0.000	0.00
0263                          7321.01	180.00	1.040	187.20
TYPE A SIGN	m2	1.040	187.20
		0.000	0.00
		0.000	0.00
0264                          7322.01	185.00	62.498	11,562.13
TYPE B SIGN	m2	62.498	11,562.13
		0.000	0.00
		0.000	0.00
0265                          7340.00	2.75	3,284.000	9,031.00
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	3,284.000	9,031.00
		0.000	0.00
		0.000	0.00
0266                          7360.24	300.00	8.000	2,400.00
600 mm SIGN SUPPORT FOOTING	EACH	8.000	2,400.00
		0.000	0.00
		0.000	0.00
0267                          7360.30	320.00	14.000	4,480.00
750 mm SIGN SUPPORT FOOTING	EACH	14.000	4,480.00
		0.000	0.00
		0.000	0.00
0268                          7390.00	250.00	3.000	750.00
REMOVE SIGN AND POST	EACH	3.000	750.00
		0.000	0.00
		0.000	0.00
GROUP 8C SIGNING		Contracted	29,910.33
		Current	29,910.33
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0269                          0001.08	1.00	2,016.000	2,016.00
BARRICADE, TYPE II	BDAY	2,016.000	2,016.00
		327.000	327.00
		157.500	157.50
0270                          0001.10	1.00	3,002.000	3,002.00
BARRICADE, TYPE III	BDAY	3,002.000	3,002.00
		4,420.000	4,420.00
		1,496.000	1,496.00
0271                          0001.30	0.75	2,792.000	2,094.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,792.000	2,094.00
		0.000	0.00
		0.000	0.00
0272                          0001.75	5.50	1,216.000	6,688.00
TEMPORARY SIGN DAY	EACH	1,216.000	6,688.00
		0.000	0.00
		-385.000	-2,117.50
0273                          0001.90	0.50	15,420.000	7,710.00
SIGN DAY	EACH	15,420.000	7,710.00
		5,612.000	2,806.00
		2,212.000	1,106.00
0274                          0002.30	1.48	1,000.000	1,480.00
PAVEMENT MARKING REMOVAL	m	1,000.000	1,480.00
		0.000	0.00
		0.000	0.00
0275                          0002.39	3.28	700.000	2,296.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	700.000	2,296.00
		0.000	0.00
		0.000	0.00
0277                          0002.97	30.00	66.000	1,980.00
FLASHING ARROW PANEL	DAY	66.000	1,980.00
		0.000	0.00
		0.000	0.00
0278                          0003.10	185.00	20.000	3,700.00
FLAGGING	DAY	20.000	3,700.00
		0.000	0.00
		0.000	0.00
0279                          0003.51	40.00	330.000	13,200.00
INSTALL CONCRETE PROTECTION BARRIER	m	330.000	13,200.00
		0.000	0.00
		0.000	0.00
0280                          0003.58	3,000.00	1.000	3,000.00
INERTIAL BARRIER SYSTEM	EACH	1.000	3,000.00
		0.000	0.00
		0.000	0.00
0281                          0003.64	400.00	5.000	2,000.00
REPLACEMENT MODULE	EACH	5.000	2,000.00
		0.000	0.00
		0.000	0.00
0282                          0005.10	150.00	100.000	15,000.00
TRAFFIC CONTROL MANAGEMENT	DAY	100.000	15,000.00
		0.000	0.00
		0.000	0.00
0283                          0010.04	1,500.00	0.800	1,200.00
FIELD OFFICE	EACH	0.800	1,200.00
		0.000	0.00
		0.000	0.00
0284                          0030.00	7,745.53	1.000	7,745.53
MOBILIZATION	LS	1.000	7,745.53
		1.000	7,745.53
		0.000	0.00
0285                          1017.00	85,000.00	1.000	85,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	85,000.00
		0.370	31,450.00
		0.000	0.00
0286                          9110.01	75.00	15.000	1,125.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	15.000	1,125.00
		15.000	1,125.00
		0.000	0.00
0288                          9110.03	55.00	15.000	825.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	15.000	825.00
		0.000	0.00
		0.000	0.00
0289                          9110.06	65.00	15.000	975.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	15.000	975.00
		0.000	0.00
		0.000	0.00
0290                          9110.07	50.00	15.000	750.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	15.000	750.00
		7.000	350.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	161,786.53
		Current	161,786.53
		In place	48,223.53
		This Estimate	642.00
Totals for contract		Contracted	9,800,324.79
		Current	9,801,179.79
		In place	1,870,964.02
		This Estimate	240,025.00