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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4576
Estimate Number:	0030
Pay Period End Date:	06.08.2002

Contract Location:
GENEVA NORTH & SOUTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	12.07.2000
129 E 2ND ST	Date Awarded:	12.14.2000
PO BOX 1087	Date Contract Executed:	12.21.2000
	Date Notice to Proceed:	12.21.2000
HASTINGS NE 68902-1087	Date Work Began:	04.02.2001
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
FILLMORE

Project Number		PCT			Fed State Project Number		Description
41576 000		0.000			F-81-1(1023)		GR CONC PAVE CULV BR GRDL ELEC
41585 000		0.000			EACNH-81-1(117)		GRAD, CONC PAVE, CULV

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$8,519,147.76	$7,816,800.72	$702,347.04
$17,192,888.95	Stockpiled Materials	$294,409.34	$331,419.63	$-37,010.29
Original Contract Amt	Gross Earnings	$8,813,557.10	$8,148,220.35	$665,336.75
$16,859,071.23	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
49.55%	Net Earnings	$8,788,557.10	$8,123,220.35	$665,336.75
	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	$-5,236.13	$-5,236.13	$.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	-$5,236.13	-$5,236.13	$.00
	Payment	$8,783,320.97	$8,117,984.22	$665,336.75
Project Manager			Div. Head/Dist. Eng.
Kohmetscher, Lyle	06.11.2002		Meyer, Keith	06.12.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.12.2002
Controller Div. Processed
Burling, Laurie	06.13.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0062	1020.06	FLEXIBLE POST DELINEATOR
		S.P. Initial Payment	6,074.25	Sale005389
		Flexable deliniator Posts
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	5,657.06	21928
		47B ROCK
		S.P. Initial Payment	11,570.15	21975
		47B ROCK
		S.P. Initial Payment	22,254.59	21975
		47B ROCK
0251	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	90,550.00	3636
		Inverted T Griders for superstructure 6B
0271	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	90,550.00	3636
		Inverted T griders for superstucture 6C
0333	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	86,650.00	3636
		Inverted T girders for superstucture 6F
0353	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	86,650.00	3636
		Inerted T girders for superstructure 6G
		Total for estimate 0010:	399,956.05
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	31,646.84	22165
		47B ROCK
		Total for estimate 0012:	31,646.84
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	20,822.21	22193
		47B ROCK
		S.P. Initial Payment	43,993.95	22226
		47B ROCK
		Total for estimate 0013:	64,816.16
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	47,289.89	22259
		47B ROCK
		S.P. Initial Payment	67,547.11	22334
		47B ROCK
0271	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-90,550.00	3636
		Inverted T griders for superstucture 6C
		Total for estimate 0014:	24,287.00
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	12,089.92	22367
		47B ROCK
		Total for estimate 0015:	12,089.92
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	1,191.32	22403
		47B ROCK
		Total for estimate 0016:	1,191.32
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0353	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-86,650.00	3636
		Inerted T girders for superstructure 6G
		Total for estimate 0017:	-86,650.00
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	1701.24	600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Initial Payment	4,595.95	70631
		600 mm driveway pipe
		S.P. Adjustment	-1,607.33	70631
		600 mm driveway pipe
0049	1701.36	900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Initial Payment	1,150.81	70631
		900 mm driveway culvert pipe 41576
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,657.06	21928
		47B ROCK
		S.P. Adjustment	-11,570.15	21975
		47B ROCK
		S.P. Adjustment	-22,254.59	21975
		47B ROCK
		S.P. Adjustment	-6,814.99	22165
		47B ROCK
		S.P. Initial Payment	19,847.56	22604
		47B ROCK
		Total for estimate 0018:	-22,309.80
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	1701.24	600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Initial Payment	1,607.32	70631
		600 mm driveway pipe
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-24,831.85	22165
		47B ROCK
		S.P. Adjustment	-13,677.69	22193
		47B ROCK
		Total for estimate 0019:	-36,902.22
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-7,144.52	22193
		47B ROCK
		S.P. Adjustment	-11,369.07	22226
		47B ROCK
		Total for estimate 0020:	-18,513.59
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	1701.24	600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Adjustment	-577.63	70631
		600 mm driveway pipe
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-24,836.46	22226
		47B ROCK
		S.P. Initial Payment	7,437.75	22994
		47B ROCK
		S.P. Initial Payment	13,142.22	23037
		47B ROCK
		Total for estimate 0021:	-4,834.12
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	21,073.68	23080
		47B ROCK
		S.P. Initial Payment	23,377.66	23235
		47B ROCK
		Total for estimate 0022:	44,451.34
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0251	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-90,550.00	3636
		Inverted T Griders for superstructure 6B
0333	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-86,650.00	3636
		Inverted T girders for superstucture 6F
		Total for estimate 0025:	-177,200.00
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-7,788.43	22226
		47B ROCK
		S.P. Adjustment	-29,221.86	22259
		47B ROCK
		Total for estimate 0030:	-37,010.29
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0062	1020.06	FLEXIBLE POST DELINEATOR
		S.P. Initial Payment	1,911.00	Sale005389
		Flexible Deliniator posts
		Total for estimate 0010:	1,911.00
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	1701.24	600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Initial Payment	276.25	70631
		600 mm driveway culvert pipe 41585
		S.P. Adjustment	-276.25	70631
		600 mm driveway culvert pipe 41585
		Total for estimate 0018:	0.00
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	1701.24	600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Initial Payment	276.25	70631
		600 mm driveway culvert pipe 41585
		Total for estimate 0019:	276.25
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	29,927.85	23138
		47B ROCK
		S.P. Initial Payment	37,017.63	23190
		47B ROCK
		S.P. Initial Payment	30,258.00	23235
		47B ROCK
		Total for estimate 0022:	97,203.48
		Total remaining for contract:	294,409.34

			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	125.00	50.000	6,250.00
COVER CROP SEEDING	ha	50.000	6,250.00
		48.000	6,000.00
		0.000	0.00
0002                          L020.01	6.00	1,764.100	10,584.60
EROSION CONTROL, TYPE A	m2	1,764.100	10,584.60
		1,410.100	8,460.60
		0.000	0.00
0003                          L020.09	12.00	33.000	396.00
EROSION CONTROL, TYPE AAA	m2	33.000	396.00
		0.000	0.00
		0.000	0.00
0004                          L020.10	1.80	2,092.500	3,766.50
EROSION CONTROL, TYPE HV	m2	2,092.500	3,766.50
		148.000	266.40
		0.000	0.00
0006                          L021.01	16.00	24.000	384.00
EROSION CHECKS, TYPE A	BALE	24.000	384.00
		24.000	384.00
		0.000	0.00
0007                          L021.06	13.00	258.000	3,354.00
EROSION CHECKS, TYPE HV	BALE	258.000	3,354.00
		72.000	936.00
		0.000	0.00
0010                          L022.13	8.50	203.000	1,725.50
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	m	203.000	1,725.50
		0.000	0.00
		0.000	0.00
0011                          L022.14	8.50	297.600	2,529.60
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	297.600	2,529.60
		211.200	1,795.20
		0.000	0.00
0012                          L022.25	9.00	200.000	1,800.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	200.000	1,800.00
		51.700	465.30
		0.000	0.00
0013                          P120.18	81.00	1.500	121.50
450 mm CULVERT PIPE, TYPE 2	m	1.500	121.50
		1.500	121.50
		0.000	0.00
0014                          P200.24	115.00	21.000	2,415.00
600mm CULVERT PIPE, TYPE 2 OR 5	m	21.000	2,415.00
		21.000	2,415.00
		0.000	0.00
0015                          P400.18	71.00	640.500	45,475.50
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	640.500	45,475.50
		593.400	42,131.40
		0.000	0.00
0016                          P700.12	83.00	1.000	83.00
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	1.000	83.00
		0.000	0.00
		0.000	0.00
0017                          P775.36	306.00	5.500	1,683.00
900 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	5.500	1,683.00
		5.500	1,683.00
		0.000	0.00
0018                          0030.10	11,396.30	1.000	11,396.30
MOBILIZATION	LS	1.000	11,396.30
		1.000	11,396.30
		0.000	0.00
0019                          1009.00	100,493.55	1.000	100,493.55
GENERAL CLEARING AND GRUBBING	LS	1.000	100,493.55
		1.000	100,493.55
		0.000	0.00
0020                          1010.00	1.10	171,469.000	188,615.90
EXCAVATION	m3	171,469.000	188,615.90
		161,096.000	177,205.60
		0.000	0.00
0021                          1010.10	1.90	562,387.000	1,068,535.30
EXCAVATION, BORROW	m3	562,387.000	1,068,535.30
		590,675.000	1,122,282.50
		0.000	0.00
0022                          1010.45	2.50	7,500.000	18,750.00
REMOVAL OF LIVESTOCK WASTE	kL	7,500.000	18,750.00
		7,500.000	18,750.00
		0.000	0.00
0023                          1010.50	3.50	3,100.000	10,850.00
REMOVAL OF UNSUITABLE MATERIAL	m3	3,100.000	10,850.00
		3,100.000	10,850.00
		0.000	0.00
0024                          1011.00	1.00	14,731.000	14,731.00
WATER	kL	14,731.000	14,731.00
		2,400.000	2,400.00
		0.000	0.00
0025                          1012.00	50.00	110.000	5,500.00
RIGHT-OF-WAY MARKERS	EACH	110.000	5,500.00
		122.000	6,100.00
		0.000	0.00
0026                          1043.50	2.00	149.000	298.00
RIPRAP FILTER FABRIC	m2	149.000	298.00
		164.458	328.92
		0.000	0.00
0027                          1090.00	750.00	1.000	750.00
ABANDON WELLS	EACH	1.000	750.00
		2.000	1,500.00
		0.000	0.00
0028                          1101.25	10.00	87.600	876.00
SAWING PAVEMENT	m	121.000	1,210.00
		21.050	210.50
		0.000	0.00
0029                          1102.00	2.50	5,278.000	13,195.00
REMOVE ASPHALT SURFACE	m2	4,472.000	11,180.00
		92.940	232.35
		0.000	0.00
0030                          1106.00	4.00	31.000	124.00
REMOVE DRIVEWAY	m2	31.000	124.00
		0.000	0.00
		0.000	0.00
0031                          1109.00	40.00	16.000	640.00
REMOVE CURB	m	16.000	640.00
		32.000	1,280.00
		0.000	0.00
0037                          1124.05	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 1015+85 RT.		1.000	100.00
		0.000	0.00
0038                          1124.06	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 1016+16 RT.		1.000	500.00
		0.000	0.00
0039                          1124.07	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 1016+52 RT.		1.000	100.00
		0.000	0.00
0040                          1124.08	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 1016+79 RT.		1.000	100.00
		0.000	0.00
0041                          1124.09	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 1016+85 RT.		1.000	100.00
		0.000	0.00
0042                          1124.10	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 1016+97 RT.		1.000	100.00
		0.000	0.00
0045                          1125.02	1,500.00	1.000	1,500.00
CLEAR TRACT	EACH	1.000	1,500.00
STA. 1016+10 TO 1017+18 RT.		1.000	1,500.00
		0.000	0.00
0048                          1701.24	40.00	418.000	16,720.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	405.000	16,200.00
		330.500	13,220.00
		0.000	0.00
0049                          1701.36	55.00	26.000	1,430.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	26.000	1,430.00
		0.000	0.00
		0.000	0.00
0050                          1703.42	75.00	16.000	1,200.00
1050 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	16.000	1,200.00
		16.000	1,200.00
		0.000	0.00
0051                          1703.48	90.00	78.500	7,065.00
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	78.500	7,065.00
		78.500	7,065.00
		0.000	0.00
0052                          4004.50	2.80	1,831.000	5,126.80
CAST IRON GRATE AND FRAME	kg	1,831.000	5,126.80
		1,831.000	5,126.80
		0.000	0.00
0053                          4040.00	150.00	6.000	900.00
REMOVE HEADWALLS FROM CULVERTS	EACH	6.000	900.00
		0.000	0.00
		0.000	0.00
0054                          4050.01	12.00	30.000	360.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	30.000	360.00
		30.000	360.00
		0.000	0.00
0055                          4105.59	540.00	38.900	21,006.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	38.900	21,006.00
		36.900	19,926.00
		0.000	0.00
0056                          4155.50	2.00	1,497.000	2,994.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	1,497.000	2,994.00
		1,421.000	2,842.00
		0.000	0.00
0057                          4310.18	300.00	26.000	7,800.00
450 mm FLARED-END SECTION	EACH	26.000	7,800.00
		25.000	7,500.00
		0.000	0.00
0058                          4310.24	245.00	2.000	490.00
600 mm FLARED-END SECTION	EACH	2.000	490.00
		2.000	490.00
		0.000	0.00
0059                          4320.36	640.00	1.000	640.00
900 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	640.00
		1.000	640.00
		0.000	0.00
0060                          6105.02	22.00	118.000	2,596.00
ROCK RIPRAP, TYPE B	Mg	118.000	2,596.00
		235.790	5,187.38
		0.000	0.00
4001                          0003.10	175.00	0.000	0.00
FLAGGING	DAY	40.000	7,000.00
Flagging		12.000	2,100.00
		0.000	0.00
4002                          1136.10	3,465.00	0.000	0.00
REMOVE	LS	1.000	3,465.00
Remove Debris from Bridge Site.		1.000	3,465.00
		0.000	0.00
4003                          L022.11	8.08	0.000	0.00
FABRIC SILT FENCE-LOW POROSITY	m	5,745.000	46,419.60
Fabric Silt Fence-Low Porosity		4,343.500	35,095.48
		0.000	0.00
4030                          1701.18	26.25	0.000	0.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	11.000	288.75
450MM Driveway Culvert Pipe Type 2,3,4,5,6,7 or 8		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	1,586,151.05
		Current	1,641,123.40
		In place	1,624,405.78
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0061                          0030.30	156,064.00	1.000	156,064.00
MOBILIZATION	LS	1.000	156,064.00
		0.975	152,296.13
		0.000	0.00
0062                          1020.06	20.00	445.000	8,900.00
FLEXIBLE POST DELINEATOR	EACH	445.000	8,900.00
		0.000	0.00
		0.000	0.00
0064                          2001.00	15.00	985.000	14,775.00
GRAVEL SURFACE COURSE	m3	1,014.000	15,210.00
		305.970	4,589.55
		8.760	131.40
0065                          2020.00	7.50	70.000	525.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	70.000	525.00
		78.000	585.00
		0.000	0.00
0066                          2021.00	50.00	3.000	150.00
MAILBOX POST	EACH	3.000	150.00
		6.000	300.00
		0.000	0.00
0067                          3016.21	26.00	890.000	23,140.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	890.000	23,140.00
		854.300	22,211.80
		0.000	0.00
0068                          3017.40	26.00	504.000	13,104.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	504.000	13,104.00
		0.000	0.00
		0.000	0.00
0069                          3020.26	30.00	195.000	5,850.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	195.000	5,850.00
		241.800	7,254.00
		0.000	0.00
0070                          3040.11	124.35	13.400	1,666.29
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	13.400	1,666.29
		0.000	0.00
		0.000	0.00
0071                          3040.12	98.00	424.600	41,610.80
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	424.600	41,610.80
		0.000	0.00
		0.000	0.00
0072                          3040.13	95.34	511.000	48,718.74
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	511.000	48,718.74
		0.000	0.00
		0.000	0.00
0073                          3040.18	109.85	30.300	3,328.46
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH	m2	30.300	3,328.46
		0.000	0.00
		0.000	0.00
0074                          3041.25	540.00	28.000	15,120.00
BITUMINOUS PATCHING	Mg	28.000	15,120.00
		0.000	0.00
		0.000	0.00
0075                          3075.31	29.59	15,168.000	448,821.12
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	15,168.000	448,821.12
		5,439.473	160,954.00
		0.000	0.00
0076                          3075.51	34.90	10,157.000	354,479.30
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	10,157.000	354,479.30
		5,895.715	205,760.45
		1,454.664	50,767.77
0077                          3075.55	26.64	174,881.000	4,658,829.84
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	174,881.000	4,658,829.84
		81,015.030	2,158,240.40
		18,153.720	483,615.10
0078                          3221.05	95.34	595.500	56,774.97
CONCRETE PAVEMENT, CLASS PR-25	m2	595.500	56,774.97
JOINT REPAIR		0.000	0.00
		0.000	0.00
0079                          3275.20	5.47	32,769.000	179,246.43
CRUSH CONCRETE PAVEMENT	m2	31,567.000	172,671.49
		143.870	786.97
		0.000	0.00
0080                          3300.50	5,090.91	1.000	5,090.91
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	5,090.91
		0.000	0.00
		0.000	0.00
0081                          7550.03	1.26	19,800.000	24,948.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	19,800.000	24,948.00
		0.000	0.00
		0.000	0.00
0082                          7550.04	1.20	24,750.000	29,700.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	24,750.000	29,700.00
		0.000	0.00
		0.000	0.00
0083                          8022.00	99.50	2,440.000	242,780.00
HYDRATED LIME	Mg	3,828.000	380,886.00
		2,420.880	240,877.57
		314.080	31,250.96
0085                          8029.10	4.12	129,667.000	534,228.04
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	129,667.000	534,228.04
		96,427.535	397,281.45
		15,598.794	64,267.03
0086                          8029.12	6.53	16,743.000	109,331.79
AGGREGATE FOUNDATION COURSE-D 150 mm	m2	16,743.000	109,331.79
		5,439.473	35,519.76
		0.000	0.00
0087                          8029.84	1.15	29,261.000	33,650.15
BITUMINOUS FOUNDATION COURSE 100 mm	m2	29,261.000	33,650.15
		0.000	0.00
		0.000	0.00
0088                          8032.04	1.07	57,494.000	61,518.58
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	57,494.000	61,518.58
		0.000	0.00
		0.000	0.00
0089                          8060.08	150.00	632.000	94,800.00
N-DRAIN	EACH	632.000	94,800.00
		50.000	7,500.00
		0.000	0.00
0090                          8101.50	1.38	216,422.000	298,662.36
STABILIZED SUBGRADE	m2	216,422.000	298,662.36
		96,277.382	132,862.80
		15,731.464	21,709.42
0091                          9000.74	22.86	100.000	2,286.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	2,286.00
SP2(12.5)		0.000	0.00
		0.000	0.00
0093                          9005.00	34.74	100.000	3,474.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,474.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0095                          9005.30	22.86	10,295.000	235,343.70
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0096                          9005.45	24.74	10,390.000	257,048.60
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	7,748.000	191,685.52
		0.000	0.00
		0.000	0.00
0097                          9009.00	2.50	359.000	897.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	359.000	897.50
		602.000	1,505.00
		0.000	0.00
0098                          9009.86	12.30	31,384.000	386,023.20
SURFACING 150mm	m2	31,384.000	386,023.20
		8,934.750	109,897.43
		55.500	682.65
0099                          9020.92	200.00	5.200	1,040.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	5.200	1,040.00
		0.000	0.00
		0.000	0.00
0100                          9021.03	202.00	556.038	112,319.68
PERFORMANCE GRADED BINDER (58-28)	Mg	261.320	52,786.64
		35.377	7,146.15
		0.000	0.00
0101                          9021.04	252.00	561.060	141,387.12
PERFORMANCE GRADED BINDER (70-28)	Mg	419.060	105,603.12
		0.000	0.00
		0.000	0.00
0102                          9034.00	2.50	359.000	897.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	359.000	897.50
		602.000	1,505.00
		0.000	0.00
0103                          9053.00	0.26	43,256.000	11,246.56
TACK COAT	L	43,256.000	11,246.56
		5,300.000	1,378.00
		0.000	0.00
0104                          9111.00	4.00	4,542.000	18,168.00
WATER	kL	4,542.000	18,168.00
		5,573.400	22,293.60
		1,225.000	4,900.00
0105                          9170.00	100.00	467.477	46,747.70
EARTH SHOULDER CONSTRUCTION	StaM	467.477	46,747.70
		0.000	0.00
		0.000	0.00
0106                          9173.20	1.34	21,813.000	29,229.42
SUBGRADE PREPARATION	m2	21,813.000	29,229.42
		11,000.786	14,741.05
		-132.670	-177.78
0107                          9179.34	2.25	25,107.000	56,490.75
COLD MILLING, CLASS 4	m2	23,983.000	53,961.75
		0.000	0.00
		0.000	0.00
0108                          9185.27	1.50	15,505.000	23,257.50
MILLING CONCRETE PAVEMENT	m2	15,505.000	23,257.50
		0.000	0.00
		0.000	0.00
0110                          9185.77	79.00	395.000	31,205.00
RUMBLE STRIPS, CONCRETE	StaM	395.000	31,205.00
		0.000	0.00
		0.000	0.00
0111                          9188.50	20.00	1,111.000	22,220.00
SURFACING UNDER GUARDRAIL	m2	1,111.000	22,220.00
		119.000	2,380.00
		119.000	2,380.00
4010                          9005.23	20.30	0.000	0.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	1,044.920	21,211.88
Asphaltic Concrete, Type SPS for shoe-fly.		1,044.920	21,211.88
		0.000	0.00
4022                          9005.45	32.54	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	2,715.000	88,346.10
SP-4 for R Street County Section		0.000	0.00
		0.000	0.00
4023                          9005.45	32.54	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	4,155.000	135,203.70
Type S-4 for F & R Street State Portion		1,664.810	54,172.92
		0.000	0.00
4024                          9021.01	202.00	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	Mg	115.000	23,230.00
Perf_Graded Binder 64-22 R Street county portion		0.000	0.00
		0.000	0.00
4025                          9021.01	202.00	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	Mg	177.000	35,754.00
Pref_graded Binder for F & R Street State Portion		70.983	14,338.57
		0.000	0.00
4027                          9005.23	21.98	0.000	0.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	4,840.000	106,383.20
SPS for Median Crossings, Frontage Roads, Drives & Inter.Geneva North & South		0.000	0.00
		0.000	0.00
4032                          L001.02	1,786.92	0.000	0.00
SEEDING, TYPE B	ha	1.515	2,707.18
Seeding, Type B for F street		1.515	2,707.18
		1.515	2,707.18
4033                          L032.75	89.25	0.000	0.00
MULCH	Mg	6.818	608.51
Mulch for F Street		6.818	608.51
		6.818	608.51
4034                          0030.50		1.000
MOBILIZATION	LS	2.000	0.00
Mobilization for seeding on F Street		1.000	1,050.00
		1.000	1,050.00
GROUP 3 CONCRETE PAVEMENT		Contracted	8,845,096.00
		Current	8,993,003.81
		In place	3,781,955.17
		This Estimate	663,892.24
GROUP 4 CULVERTS
0114                          P120.18	360.00	1.200	432.00
450 mm CULVERT PIPE, TYPE 2	m	1.200	432.00
		1.200	432.00
		0.000	0.00
0116                          P120.48	231.00	91.000	21,021.00
1200 mm CULVERT PIPE, TYPE 2	m	91.000	21,021.00
		91.000	21,021.00
		0.000	0.00
0117                          P120.60	346.00	66.000	22,836.00
1500 mm CULVERT PIPE, TYPE 2	m	66.000	22,836.00
		42.000	14,532.00
		0.000	0.00
0122                          P127.30	154.00	81.000	12,474.00
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	81.000	12,474.00
		81.000	12,474.00
		0.000	0.00
0125                          P127.54	405.00	43.000	17,415.00
1350 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	43.000	17,415.00
		22.000	8,910.00
		0.000	0.00
0128                          P128.60	338.00	24.000	8,112.00
1500 mm CULVERT PIPE, TYPE 2 CLASS IV	m	24.000	8,112.00
		24.000	8,112.00
		0.000	0.00
0130                          P155.24	88.00	8.500	748.00
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 5	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0131                          P200.18	360.00	7.200	2,592.00
450 mm CULVERT PIPE, TYPE 2 OR 5	m	7.200	2,592.00
		6.000	2,160.00
		0.000	0.00
0132                          P200.24	82.00	149.500	12,259.00
600mm CULVERT PIPE, TYPE 2 OR 5	m	149.500	12,259.00
		149.500	12,259.00
		0.000	0.00
0133                          P200.30	114.00	48.500	5,529.00
750 mm CULVERT PIPE, TYPE 2 OR 5	m	48.500	5,529.00
		48.500	5,529.00
		0.000	0.00
0134                          P200.36	152.00	105.000	15,960.00
900 mm CULVERT PIPE, TYPE 2 OR 5	m	105.000	15,960.00
		105.000	15,960.00
		0.000	0.00
0135                          P200.42	188.50	48.000	9,048.00
1050 mm CULVERT PIPE, TYPE 2 OR 5	m	48.000	9,048.00
		48.000	9,048.00
		0.000	0.00
0136                          P200.48	231.50	143.500	33,220.25
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	143.500	33,220.25
		138.300	32,016.45
		0.000	0.00
0137                          P200.54	287.00	43.000	12,341.00
1350 mm CULVERT PIPE, TYPE 2 OR 5	m	43.000	12,341.00
		43.000	12,341.00
		0.000	0.00
0138                          P200.78	579.00	70.500	40,819.50
1950 mm CULVERT PIPE, TYPE 2 OR 5	m	70.500	40,819.50
		70.500	40,819.50
		0.000	0.00
0141                          P406.66	218.00	33.000	7,194.00
1650 mm CULVERT PIPE, TYPE 2, 3, 4 OR 5	m	33.000	7,194.00
		33.000	7,194.00
		0.000	0.00
0143                          P700.12	86.88	6.000	521.28
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	6.000	521.28
		6.000	521.28
		0.000	0.00
0144                          P700.15	92.50	18.500	1,711.25
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	18.500	1,711.25
		18.500	1,711.25
		0.000	0.00
0145                          P700.18	118.00	10.000	1,180.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	10.000	1,180.00
		10.000	1,180.00
		0.000	0.00
0146                          P700.24	138.00	14.000	1,932.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	14.000	1,932.00
		27.200	3,753.60
		0.000	0.00
0147                          P775.18	162.00	12.500	2,025.00
450 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	12.500	2,025.00
		12.500	2,025.00
		0.000	0.00
0148                          P775.24	180.55	22.500	4,062.38
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	22.500	4,062.38
		22.500	4,062.38
		0.000	0.00
0149                          P775.30	235.00	102.000	23,970.00
750 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	102.000	23,970.00
		97.600	22,936.00
		0.000	0.00
0150                          P775.36	295.00	10.500	3,097.50
900 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	10.500	3,097.50
		10.500	3,097.50
		0.000	0.00
0151                          0030.40	1,931.04	1.000	1,931.04
MOBILIZATION	LS	1.000	1,931.04
		0.956	1,847.08
		0.000	0.00
0152                          1117.00	500.00	1.000	500.00
REMOVE MANHOLE	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
0153                          1119.00	250.00	2.000	500.00
REMOVE INLET	EACH	2.000	500.00
		2.000	500.00
		0.000	0.00
0154                          4002.00	3.10	399.000	1,236.90
CAST IRON COVER AND FRAME	kg	399.000	1,236.90
		399.000	1,236.90
		0.000	0.00
0155                          4005.00	2.58	156.000	402.48
CAST IRON RING AND COVER	kg	156.000	402.48
		383.000	988.14
		0.000	0.00
0156                          4016.00	2,515.00	1.000	2,515.00
MANHOLE	EACH	1.000	2,515.00
AT STA. 406+21.5		1.000	2,515.00
		0.000	0.00
0157                          4035.00	75.00	14.000	1,050.00
REMOVE FLARED-END SECTION	EACH	14.000	1,050.00
		2.000	150.00
		0.000	0.00
0158                          4040.00	100.00	6.000	600.00
REMOVE HEADWALLS FROM CULVERTS	EACH	6.000	600.00
		2.000	200.00
		0.000	0.00
0159                          4041.00	500.00	1.000	500.00
CULVERT CLEANOUT	EACH	1.000	500.00
		0.000	0.00
		0.000	0.00
0160                          4043.00	6.56	19.600	128.58
REMOVE CULVERT PIPE	m	19.600	128.58
		19.600	128.58
		0.000	0.00
0161                          4043.50	15.00	28.800	432.00
REMOVE SEWER PIPE	m	28.800	432.00
		41.100	616.50
		0.000	0.00
0162                          4044.00	1,250.00	1.000	1,250.00
PREPARATION OF STRUCTURE	EACH	1.000	1,250.00
AT STA. 707+72		1.000	1,250.00
		0.000	0.00
0164                          4045.01	1,500.00	1.000	1,500.00
REMOVE STRUCTURE	EACH	1.000	1,500.00
AT STA. 206+10 RT.		0.000	0.00
		0.000	0.00
0165                          4050.01	10.00	2,103.000	21,030.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	2,103.000	21,030.00
		1,909.000	19,090.00
		0.000	0.00
0166                          4051.01	13.00	26.000	338.00
EXCAVATION FOR BOX CULVERTS	m3	26.000	338.00
		26.000	338.00
		0.000	0.00
0167                          4101.06	325.00	28.940	9,405.50
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	28.940	9,405.50
		29.630	9,629.75
		0.000	0.00
0168                          4105.59	653.00	24.770	16,174.81
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	24.770	16,174.81
		26.160	17,082.48
		0.000	0.00
0170                          4151.00	1.10	1,272.000	1,399.20
REINFORCING STEEL FOR BOX CULVERT	kg	1,272.000	1,399.20
		1,585.441	1,743.99
		0.000	0.00
0171                          4155.50	1.25	1,006.000	1,257.50
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	1,006.000	1,257.50
		1,045.000	1,306.25
		0.000	0.00
0173                          4310.24	330.00	7.000	2,310.00
600 mm FLARED-END SECTION	EACH	7.000	2,310.00
		7.000	2,310.00
		0.000	0.00
0174                          4310.30	375.00	2.000	750.00
750 mm FLARED-END SECTION	EACH	2.000	750.00
		2.000	750.00
		0.000	0.00
0175                          4310.36	580.00	6.000	3,480.00
900 mm FLARED-END SECTION	EACH	6.000	3,480.00
		6.000	3,480.00
		0.000	0.00
0176                          4310.42	725.00	2.000	1,450.00
1050 mm FLARED-END SECTION	EACH	2.000	1,450.00
		2.000	1,450.00
		0.000	0.00
0177                          4310.48	800.00	10.000	8,000.00
1200 mm FLARED-END SECTION	EACH	10.000	8,000.00
		9.000	7,200.00
		0.000	0.00
0178                          4310.54	1,000.00	2.000	2,000.00
1350 mm FLARED-END SECTION	EACH	2.000	2,000.00
		2.000	2,000.00
		0.000	0.00
0179                          4310.60	1,200.00	4.000	4,800.00
1500 mm FLARED-END SECTION	EACH	4.000	4,800.00
		2.000	2,400.00
		0.000	0.00
0180                          4310.66	900.00	4.000	3,600.00
1650 mm FLARED-END SECTION	EACH	4.000	3,600.00
		4.000	3,600.00
		0.000	0.00
0182                          4310.78	3,000.00	2.000	6,000.00
1950 mm FLARED-END SECTION	EACH	2.000	6,000.00
		2.000	6,000.00
		0.000	0.00
0183                          4320.24	190.00	2.000	380.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0184                          4320.30	500.00	4.000	2,000.00
750 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	4.000	2,000.00
		4.000	2,000.00
		0.000	0.00
0185                          4320.54	1,250.00	2.000	2,500.00
1350 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	2,500.00
		1.000	1,250.00
		0.000	0.00
0192                          4880.60	725.00	24.000	17,400.00
JACKING 1500 mm CULVERT PIPE, TYPE 2 CLASS IV	m	24.000	17,400.00
		24.000	17,400.00
		0.000	0.00
4006                          P375.30	112.35	0.000	0.00
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	8.500	954.97
750 mm RND EQ CULV PIPE Type 3		8.500	954.98
		0.000	0.00
4007                          4320.30	262.00	0.000	0.00
750 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	524.00
		2.000	524.00
		0.000	0.00
4008                          1905.00	499.46	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	LS	1.000	499.46
7.5m 600 mm RND EQ & @ FES's		1.000	499.46
		0.000	0.00
4011                          4976.05	1,470.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,470.00
Lay & Remove drainage pipe on Shoe-fly at 1107+25		1.000	1,470.00
		0.000	0.00
4014                          6960.02	5,189.61	0.000	0.00
ADDITIONAL WORK	LS	1.000	5,189.61
Specialty Items Change Order.		1.000	5,189.61
		0.000	0.00
GROUP 4 CULVERTS		Contracted	377,321.16
		Current	384,831.21
		In place	359,695.68
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 1040+89.542 LT.
0239                          0030.60	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0240                          1043.50	2.40	497.000	1,192.80
RIPRAP FILTER FABRIC	m2	497.000	1,192.80
		493.600	1,184.64
		0.000	0.00
0241                          3050.15	210.00	121.300	25,473.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	121.300	25,473.00
		121.300	25,473.00
		0.000	0.00
0242                          3051.10	1.26	8,175.000	10,300.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,175.000	10,300.50
		8,175.000	10,300.50
		0.000	0.00
0243                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0244                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0245                          6001.50	3,500.00	1.000	3,500.00
BENT NO.1 EXCAVATION	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
0246                          6001.51	3,500.00	1.000	3,500.00
BENT NO.2 EXCAVATION	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
0247                          6005.35	164.00	32.600	5,346.40
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	32.600	5,346.40
		32.600	5,346.40
		0.000	0.00
0248                          6005.60	40.00	108.000	4,320.00
ELASTOMERIC BEARING	EACH	108.000	4,320.00
		108.000	4,320.00
		0.000	0.00
0249                          6010.22	360.00	200.700	72,252.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	200.700	72,252.00
		203.080	73,108.80
		0.000	0.00
0250                          6010.28	360.00	149.900	53,964.00
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	149.900	53,964.00
		156.900	56,484.00
		0.000	0.00
0251                          6011.11	114,000.00	1.000	114,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	114,000.00
AT STA. 1040+89.542		1.000	114,000.00
		0.000	0.00
0252                          6080.00	6.60	250.000	1,650.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	250.000	1,650.00
		250.000	1,650.00
		0.000	0.00
0253                          6105.02	30.00	485.000	14,550.00
ROCK RIPRAP, TYPE B	Mg	485.000	14,550.00
		497.910	14,937.30
		0.000	0.00
0254                          6131.50	1.26	28,665.000	36,117.90
EPOXY COATED REINFORCING STEEL	kg	28,676.000	36,131.76
		28,676.000	36,131.76
		0.000	0.00
0255                          6139.50	36.00	44.000	1,584.00
SUBSURFACE DRAINAGE MATTING	m2	44.000	1,584.00
		29.040	1,045.44
		0.000	0.00
0256                          6200.00	85.30	643.000	54,847.90
CONCRETE PILING	m	610.000	52,033.00
		512.250	43,694.93
		0.000	0.00
0257                          6310.00	120.00	223.200	26,784.00
STEEL SHEET PILING	m2	223.200	26,784.00
		223.200	26,784.00
		0.000	0.00
0258                          8091.00	26.00	85.000	2,210.00
GRANULAR BACKFILL	m3	85.000	2,210.00
		85.000	2,210.00
		0.000	0.00
4009                          7390.20	2,785.00	0.000	0.00
REVISION	LS	1.000	2,785.00
For additional cost to change girder lengths and eng.		0.000	0.00
		0.000	0.00
4026                          6210.59	51.18	0.000	0.00
PAY CUT-OFF	m	19.750	1,010.81
1997 Metric Spec 703.05, para 2.		19.750	1,010.81
		0.000	0.00
GROUP 6B BRIDGE AT STA. 1040+89.542 LT.		Contracted	445,592.50
		Current	446,587.27
		In place	438,681.58
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 1040+89.542 RT.
0259                          0030.60	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0260                          1043.50	2.40	497.000	1,192.80
RIPRAP FILTER FABRIC	m2	497.000	1,192.80
		498.400	1,196.16
		0.000	0.00
0261                          3050.15	210.00	118.300	24,843.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	118.300	24,843.00
		118.300	24,843.00
		0.000	0.00
0262                          3051.10	1.26	8,000.000	10,080.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,000.000	10,080.00
		8,000.000	10,080.00
		0.000	0.00
0263                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0264                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0265                          6001.50	3,000.00	1.000	3,000.00
BENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0266                          6001.51	3,000.00	1.000	3,000.00
BENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0267                          6005.35	164.00	32.200	5,280.80
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	32.200	5,280.80
		32.200	5,280.80
		0.000	0.00
0268                          6005.60	40.00	108.000	4,320.00
ELASTOMERIC BEARING	EACH	108.000	4,320.00
		108.000	4,320.00
		0.000	0.00
0269                          6010.22	355.00	211.700	75,153.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	211.700	75,153.50
		209.969	74,539.00
		0.000	0.00
0270                          6010.28	360.00	146.600	52,776.00
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	146.600	52,776.00
		146.600	52,776.00
		0.000	0.00
0271                          6011.11	114,000.00	1.000	114,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	114,000.00
AT STA. 1040+89.542		1.000	114,000.00
		0.000	0.00
0272                          6080.00	6.60	295.000	1,947.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	295.000	1,947.00
		295.000	1,947.00
		0.000	0.00
0273                          6105.02	30.00	485.000	14,550.00
ROCK RIPRAP, TYPE B	Mg	485.000	14,550.00
		474.720	14,241.60
		0.000	0.00
0274                          6131.50	1.26	28,445.000	35,840.70
EPOXY COATED REINFORCING STEEL	kg	28,456.000	35,854.56
		28,501.000	35,911.26
		0.000	0.00
0275                          6139.50	36.00	43.000	1,548.00
SUBSURFACE DRAINAGE MATTING	m2	43.000	1,548.00
		29.370	1,057.32
		0.000	0.00
0276                          6200.00	85.30	643.000	54,847.90
CONCRETE PILING	m	626.500	53,440.45
		534.420	45,586.03
		0.000	0.00
0277                          6310.00	120.00	219.500	26,340.00
STEEL SHEET PILING	m2	219.500	26,340.00
		219.480	26,337.60
		0.000	0.00
0278                          8091.00	26.00	85.000	2,210.00
GRANULAR BACKFILL	m3	85.000	2,210.00
		85.000	2,210.00
		0.000	0.00
4012                          6960.02	1,482.87	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,482.87
Extra work to remove Steel from Bent Caps, Cut, paint and retie and replace because of plan error.		1.000	1,482.87
		0.000	0.00
4013                          6210.59	51.18	0.000	0.00
PAY CUT-OFF	m	51.380	2,629.63
1197 Metric Spec, 703.05, para 2		51.580	2,639.86
		0.000	0.00
4021                          W900.02	986.45	0.000	0.00
RESTOCKING	LS	1.000	986.45
Restocking of Type I Concrete Pile		1.000	986.45
		0.000	0.00
GROUP 6C BRIDGE AT STA. 1040+89.542 RT.		Contracted	444,929.70
		Current	448,635.06
		In place	439,434.95
		This Estimate	0.00
GROUP 6F BRIDGE AT STA. 1070+23.000 LT.
0321                          0030.60	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0322                          1043.50	2.40	800.000	1,920.00
RIPRAP FILTER FABRIC	m2	800.000	1,920.00
		0.000	0.00
		0.000	0.00
0323                          3050.15	210.00	117.200	24,612.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	117.200	24,612.00
		125.800	26,418.00
		0.000	0.00
0324                          3051.10	1.26	8,135.000	10,250.10
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,135.000	10,250.10
		8,135.000	10,250.10
		0.000	0.00
0325                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0326                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0327                          6001.50	3,000.00	1.000	3,000.00
BENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0328                          6001.51	3,000.00	1.000	3,000.00
BENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0329                          6005.35	164.00	25.700	4,214.80
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	25.700	4,214.80
		0.000	0.00
		0.000	0.00
0330                          6005.60	40.00	102.000	4,080.00
ELASTOMERIC BEARING	EACH	102.000	4,080.00
		102.000	4,080.00
		0.000	0.00
0331                          6010.22	360.00	183.300	65,988.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	183.300	65,988.00
		186.420	67,111.20
		0.000	0.00
0332                          6010.28	360.00	128.600	46,296.00
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	128.600	46,296.00
		135.900	48,924.00
		0.000	0.00
0333                          6011.11	111,000.00	1.000	111,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	111,000.00
AT STA. 1070+23.00		1.000	111,000.00
		0.000	0.00
0334                          6080.00	6.60	556.000	3,669.60
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	556.000	3,669.60
		556.000	3,669.60
		0.000	0.00
0335                          6105.02	30.00	765.000	22,950.00
ROCK RIPRAP, TYPE B	Mg	765.000	22,950.00
		759.390	22,781.70
		0.000	0.00
0336                          6131.50	1.26	27,470.000	34,612.20
EPOXY COATED REINFORCING STEEL	kg	27,470.000	34,612.20
		27,470.000	34,612.20
		0.000	0.00
0337                          6139.50	36.00	20.200	727.20
SUBSURFACE DRAINAGE MATTING	m2	20.200	727.20
		22.220	799.92
		0.000	0.00
0338                          6200.00	85.30	767.800	65,493.34
CONCRETE PILING	m	767.800	65,493.34
		701.100	59,803.84
		0.000	0.00
0339                          6310.00	120.00	315.000	37,800.00
STEEL SHEET PILING	m2	315.000	37,800.00
		315.000	37,800.00
		0.000	0.00
0340                          8091.00	26.00	91.600	2,381.60
GRANULAR BACKFILL	m3	91.600	2,381.60
		91.600	2,381.60
		0.000	0.00
4031                          6210.59	51.18	0.000	0.00
PAY CUT-OFF	m	30.650	1,568.67
1997 Metric Spec 703.05, para 2.		30.650	1,568.67
		0.000	0.00
GROUP 6F BRIDGE AT STA. 1070+23.000 LT.		Contracted	455,994.84
		Current	457,563.51
		In place	451,200.83
		This Estimate	0.00
GROUP 6G BRIDGE AT STA. 1070+23.000 RT.
0341                          0030.60	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0342                          1043.50	2.40	800.000	1,920.00
RIPRAP FILTER FABRIC	m2	800.000	1,920.00
		800.000	1,920.00
		0.000	0.00
0343                          3050.15	210.00	117.200	24,612.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	117.200	24,612.00
		125.800	26,418.00
		0.000	0.00
0344                          3051.10	1.26	8,135.000	10,250.10
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,135.000	10,250.10
		8,135.000	10,250.10
		0.000	0.00
0345                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0346                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0347                          6001.50	3,000.00	1.000	3,000.00
BENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0348                          6001.51	3,000.00	1.000	3,000.00
BENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0349                          6005.35	164.00	25.700	4,214.80
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	25.700	4,214.80
		25.700	4,214.80
		0.000	0.00
0350                          6005.60	40.00	102.000	4,080.00
ELASTOMERIC BEARING	EACH	102.000	4,080.00
		102.000	4,080.00
		0.000	0.00
0351                          6010.22	360.00	183.300	65,988.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	183.300	65,988.00
		184.350	66,366.00
		0.000	0.00
0352                          6010.28	360.00	128.600	46,296.00
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	128.600	46,296.00
		133.400	48,024.00
		0.000	0.00
0353                          6011.11	111,000.00	1.000	111,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	111,000.00
AT STA. 1070+23		1.000	111,000.00
		0.000	0.00
0354                          6080.00	6.60	556.000	3,669.60
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	556.000	3,669.60
		556.000	3,669.60
		0.000	0.00
0355                          6105.02	30.00	765.000	22,950.00
ROCK RIPRAP, TYPE B	Mg	765.000	22,950.00
		759.740	22,792.20
		0.000	0.00
0356                          6131.50	1.26	27,470.000	34,612.20
EPOXY COATED REINFORCING STEEL	kg	27,470.000	34,612.20
		27,517.000	34,671.42
		0.000	0.00
0357                          6139.50	36.00	20.200	727.20
SUBSURFACE DRAINAGE MATTING	m2	20.200	727.20
		23.100	831.60
		0.000	0.00
0358                          6200.00	85.30	767.800	65,493.34
CONCRETE PILING	m	767.800	65,493.34
		698.820	59,609.35
		0.000	0.00
0359                          6310.00	120.00	315.000	37,800.00
STEEL SHEET PILING	m2	315.000	37,800.00
		303.570	36,428.40
		0.000	0.00
0360                          8091.00	26.00	91.600	2,381.60
GRANULAR BACKFILL	m3	91.600	2,381.60
		91.600	2,381.60
		0.000	0.00
4015                          6210.59	51.18	0.000	0.00
PAY CUT-OFF	m	32.980	1,687.92
1997 Metric Spec 703.05, para 2		32.980	1,687.92
		0.000	0.00
4028                          3300.03	-1,829.98	0.000	0.00
DEDUCTION	LS	1.000	-1,829.98
Deduction for 47BD35 Concrete for Bridge Deck, for strength		1.000	-1,829.98
		0.000	0.00
4029                          3300.03	-203.54	0.000	0.00
DEDUCTION	LS	1.000	-203.54
Deduction for strength for 47BD35, used in diapharms		1.000	-203.54
		0.000	0.00
GROUP 6G BRIDGE AT STA. 1070+23.000 RT.		Contracted	455,994.84
		Current	455,649.24
		In place	452,311.47
		This Estimate	0.00
GROUP 7 GUARDRAIL
0361                          0030.70	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0362                          7011.20	49.00	407.147	19,950.20
W-BEAM GUARDRAIL	m	407.147	19,950.20
		0.000	0.00
		0.000	0.00
0363                          7020.00	1,250.00	12.000	15,000.00
BRIDGE APPROACH SECTIONS	EACH	12.000	15,000.00
		0.000	0.00
		0.000	0.00
0364                          7021.70	1,650.00	4.000	6,600.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,600.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	43,050.20
		Current	43,050.20
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0365                          A001.12	300.00	3.000	900.00
PULL BOX, TYPE PB-5	EACH	3.000	900.00
		1.000	300.00
		0.000	0.00
0366                          A009.14	1,550.00	25.000	38,750.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	25.000	38,750.00
		6.000	9,300.00
		0.000	0.00
0367                          A009.29	1,500.00	5.000	7,500.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25	EACH	5.000	7,500.00
		5.000	7,500.00
		0.000	0.00
0368                          A020.30	1,200.00	5.000	6,000.00
LIGHTING CONTROL CENTER, TYPE R	EACH	5.000	6,000.00
		2.000	2,400.00
		0.000	0.00
0369                          A070.10	7.00	871.000	6,097.00
38 mm CONDUIT IN TRENCH	m	871.000	6,097.00
		512.000	3,584.00
		0.000	0.00
0370                          A072.10	7.00	316.000	2,212.00
38 mm CONDUIT UNDER ROADWAY	m	316.000	2,212.00
		263.000	1,841.00
		0.000	0.00
0371                          A080.23	1.40	1,179.000	1,650.60
STREET LIGHTING CABLE, NO. 6 BARE	m	1,179.000	1,650.60
		461.000	645.40
		0.000	0.00
0372                          A080.24	1.50	2,358.000	3,537.00
STREET LIGHTING CABLE, NO. 6 USE	m	2,358.000	3,537.00
		922.000	1,383.00
		0.000	0.00
0373                          0030.81	1,702.00	1.000	1,702.00
MOBILIZATION	LS	1.000	1,702.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	68,348.60
		Current	68,348.60
		In place	26,953.40
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0374                          0001.08	0.50	11,230.000	5,615.00
BARRICADE, TYPE II	BDAY	11,230.000	5,615.00
		2,607.000	1,303.50
		294.000	147.00
0375                          0001.10	1.20	12,388.000	14,865.60
BARRICADE, TYPE III	BDAY	12,388.000	14,865.60
		8,420.000	10,104.00
		476.000	571.20
0376                          0001.30	1.00	2,908.000	2,908.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,908.000	2,908.00
		377.000	377.00
		28.000	28.00
0377                          0001.90	0.35	23,203.000	8,121.05
SIGN DAY	EACH	23,203.000	8,121.05
		23,781.000	8,323.35
		1,064.000	372.40
0379                          0002.31	0.96	23,900.000	22,944.00
TEMPORARY PAVEMENT MARKING	m	23,900.000	22,944.00
		6,588.000	6,324.48
		0.000	0.00
0381                          0002.97	12.00	155.000	1,860.00
FLASHING ARROW PANEL	DAY	155.000	1,860.00
		0.000	0.00
		0.000	0.00
0382                          0003.10	175.00	70.000	12,250.00
FLAGGING	DAY	70.000	12,250.00
		20.000	3,500.00
		0.000	0.00
0383                          0003.51	60.00	72.000	4,320.00
INSTALL CONCRETE PROTECTION BARRIER	m	72.000	4,320.00
		0.000	0.00
		0.000	0.00
0384                          0003.58	3,000.00	2.000	6,000.00
INERTIAL BARRIER SYSTEM	EACH	2.000	6,000.00
		0.000	0.00
		0.000	0.00
0385                          0003.64	270.00	1.000	270.00
REPLACEMENT MODULE	EACH	1.000	270.00
		0.000	0.00
		0.000	0.00
0386                          0010.04	1,500.00	0.500	750.00
FIELD OFFICE	EACH	0.500	750.00
		0.000	0.00
		0.000	0.00
0387                          0030.00	12,602.84	1.000	12,602.84
MOBILIZATION	LS	1.000	12,602.84
		0.998	12,582.12
		0.000	0.00
0388                          1017.00	88,418.12	1.000	88,418.12
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	88,418.12
		0.767	67,877.61
		0.000	0.00
0389                          9110.01	65.00	30.000	1,950.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	30.000	1,950.00
		14.750	958.75
		0.000	0.00
0390                          9110.02	65.00	10.000	650.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	650.00
		9.000	585.00
		0.000	0.00
0391                          9110.03	55.00	30.000	1,650.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	30.000	1,650.00
		11.500	632.50
		0.000	0.00
0392                          9110.07	50.00	30.000	1,500.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	30.000	1,500.00
		12.000	600.00
		0.000	0.00
4004                          9110.06	127.00	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	40.000	5,080.00
Rental of Backhoe, Fully Operated		27.750	3,524.25
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	186,674.61
		Current	191,754.61
		In place	116,692.56
		This Estimate	1,118.60
GROUP 1 GRADING
0001                          L006.00	125.00	20.500	2,562.50
COVER CROP SEEDING	ha	20.500	2,562.50
		4.400	550.00
		0.000	0.00
0003                          L020.09	12.00	310.750	3,729.00
EROSION CONTROL, TYPE AAA	m2	310.750	3,729.00
		0.000	0.00
		0.000	0.00
0005                          L021.00	12.00	24.000	288.00
EROSION CHECKS	BALE	24.000	288.00
		0.000	0.00
		0.000	0.00
0008                          L022.11	8.00	525.200	4,201.60
FABRIC SILT FENCE-LOW POROSITY	m	525.200	4,201.60
		153.600	1,228.80
		0.000	0.00
0009                          L022.12	8.20	201.600	1,653.12
FABRIC SILT FENCE-HIGH POROSITY	m	201.600	1,653.12
		0.000	0.00
		0.000	0.00
0018                          0030.10	5,103.70	1.000	5,103.70
MOBILIZATION	LS	1.000	5,103.70
		1.000	5,103.70
		0.000	0.00
0019                          1009.00	45,506.45	1.000	45,506.45
GENERAL CLEARING AND GRUBBING	LS	1.000	45,506.45
		1.000	45,506.45
		0.000	0.00
0020                          1010.00	1.10	34,159.000	37,574.90
EXCAVATION	m3	34,159.000	37,574.90
		34,159.000	37,574.90
		0.000	0.00
0021                          1010.10	1.90	154,902.000	294,313.80
EXCAVATION, BORROW	m3	154,902.000	294,313.80
		147,713.000	280,654.70
		0.000	0.00
0024                          1011.00	1.00	9,453.000	9,453.00
WATER	kL	9,453.000	9,453.00
		540.000	540.00
		0.000	0.00
0025                          1012.00	50.00	29.000	1,450.00
RIGHT-OF-WAY MARKERS	EACH	29.000	1,450.00
		18.000	900.00
		0.000	0.00
0027                          1090.00	750.00	3.000	2,250.00
ABANDON WELLS	EACH	3.000	2,250.00
		4.000	3,000.00
		0.000	0.00
0029                          1102.00	2.50	1,669.000	4,172.50
REMOVE ASPHALT SURFACE	m2	1,669.000	4,172.50
		427.327	1,068.32
		0.000	0.00
0032                          1124.00	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 1475+35 TO 1475+50 RT.		1.000	1.00
		0.000	0.00
0033                          1124.01	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 1475+90 TO 1476+00 RT.		1.000	1.00
		0.000	0.00
0034                          1124.02	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 1526+80 TO 1526+90 RT.		1.000	1.00
		0.000	0.00
0035                          1124.03	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 1527+10 TO 1527+25		1.000	1.00
		0.000	0.00
0036                          1124.04	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 1527+10 TO 1527+30		1.000	1.00
		0.000	0.00
0043                          1125.00	1,500.00	1.000	1,500.00
CLEAR TRACT	EACH	1.000	1,500.00
AT STA. 1475+25 TO 1476+50 RT.		1.000	1,500.00
		0.000	0.00
0044                          1125.01	1,500.00	1.000	1,500.00
CLEAR TRACT	EACH	1.000	1,500.00
AT STA. 1526+75 TO 1527+40 RT.		1.000	1,500.00
		0.000	0.00
0046                          1137.00	1,000.00	1.000	1,000.00
REMOVE AND RESET HISTORICAL MARKER	EACH	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0047                          1701.18	25.00	12.000	300.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	12.000	300.00
		13.500	337.50
		0.000	0.00
0048                          1701.24	40.00	132.500	5,300.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	132.500	5,300.00
		174.000	6,960.00
		0.000	0.00
GROUP 1 GRADING		Contracted	421,863.57
		Current	421,863.57
		In place	387,429.37
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0061                          0030.30	93,936.00	1.000	93,936.00
MOBILIZATION	LS	1.000	93,936.00
		0.224	21,041.66
		0.000	0.00
0062                          1020.06	20.00	140.000	2,800.00
FLEXIBLE POST DELINEATOR	EACH	140.000	2,800.00
		0.000	0.00
		0.000	0.00
0063                          1102.05	3.00	2,499.000	7,497.00
REMOVE ASPHALT SURFACING FROM PAVEMENT	m2	2,499.000	7,497.00
		0.000	0.00
		0.000	0.00
0064                          2001.00	15.00	235.000	3,525.00
GRAVEL SURFACE COURSE	m3	235.000	3,525.00
		92.740	1,391.10
		0.000	0.00
0066                          2021.00	50.00	3.000	150.00
MAILBOX POST	EACH	3.000	150.00
		0.000	0.00
		0.000	0.00
0070                          3040.11	124.35	6.200	770.97
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	6.200	770.97
		0.000	0.00
		0.000	0.00
0071                          3040.12	98.00	115.700	11,338.60
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	115.700	11,338.60
		0.000	0.00
		0.000	0.00
0072                          3040.13	95.34	275.200	26,237.57
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	275.200	26,237.57
		0.000	0.00
		0.000	0.00
0074                          3041.25	540.00	4.000	2,160.00
BITUMINOUS PATCHING	Mg	4.000	2,160.00
		0.000	0.00
		0.000	0.00
0077                          3075.55	26.64	50,762.000	1,352,299.68
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	50,762.000	1,352,299.68
		0.000	0.00
		0.000	0.00
0080                          3300.50	2,909.09	1.000	2,909.09
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	2,909.09
		0.000	0.00
		0.000	0.00
0081                          7550.03	1.26	11,300.000	14,238.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	11,300.000	14,238.00
		0.000	0.00
		0.000	0.00
0082                          7550.04	1.20	14,100.000	16,920.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	14,100.000	16,920.00
		0.000	0.00
		0.000	0.00
0083                          8022.00	99.50	360.000	35,820.00
HYDRATED LIME	Mg	1,090.000	108,455.00
		323.280	32,166.36
		323.280	32,166.36
0084                          8027.01	275.00	112.803	31,020.83
FULL DEPTH RECLAIMATION	StaM	112.803	31,020.83
		0.000	0.00
		0.000	0.00
0085                          8029.10	4.12	59,223.000	243,998.76
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	59,223.000	243,998.76
		0.000	0.00
		0.000	0.00
0089                          8060.08	150.00	189.000	28,350.00
N-DRAIN	EACH	189.000	28,350.00
		0.000	0.00
		0.000	0.00
0090                          8101.50	1.38	64,765.000	89,375.70
STABILIZED SUBGRADE	m2	64,765.000	89,375.70
		0.000	0.00
		0.000	0.00
0092                          9000.75	20.30	100.000	2,030.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	2,030.00
SPS		0.000	0.00
		0.000	0.00
0093                          9005.00	34.74	100.000	3,474.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,474.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0094                          9005.23	20.30	9,390.000	190,617.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0096                          9005.45	24.74	15,060.000	372,584.40
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	15,060.000	372,584.40
		0.000	0.00
		0.000	0.00
0097                          9009.00	2.50	1,465.000	3,662.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,465.000	3,662.50
		0.000	0.00
		0.000	0.00
0098                          9009.86	12.30	8,461.000	104,070.30
SURFACING 150mm	m2	8,461.000	104,070.30
		0.000	0.00
		0.000	0.00
0099                          9020.92	200.00	5.200	1,040.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	5.200	1,040.00
		0.000	0.00
		0.000	0.00
0100                          9021.03	202.00	507.060	102,426.12
PERFORMANCE GRADED BINDER (58-28)	Mg	507.060	102,426.12
		0.000	0.00
		0.000	0.00
0101                          9021.04	252.00	813.240	204,936.48
PERFORMANCE GRADED BINDER (70-28)	Mg	813.240	204,936.48
		0.000	0.00
		0.000	0.00
0102                          9034.00	2.50	988.000	2,470.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	988.000	2,470.00
		0.000	0.00
		0.000	0.00
0103                          9053.00	0.26	58,320.000	15,163.20
TACK COAT	L	58,320.000	15,163.20
		0.000	0.00
		0.000	0.00
0104                          9111.00	4.00	1,488.000	5,952.00
WATER	kL	1,488.000	5,952.00
		1,035.000	4,140.00
		1,035.000	4,140.00
0105                          9170.00	100.00	173.785	17,378.50
EARTH SHOULDER CONSTRUCTION	StaM	173.785	17,378.50
		0.000	0.00
		0.000	0.00
0106                          9173.20	1.34	6,229.000	8,346.86
SUBGRADE PREPARATION	m2	6,229.000	8,346.86
		0.000	0.00
		0.000	0.00
0109                          9185.76	33.00	112.800	3,722.40
RUMBLE STRIPS, ASPHALT	StaM	112.800	3,722.40
		0.000	0.00
		0.000	0.00
0110                          9185.77	79.00	112.800	8,911.20
RUMBLE STRIPS, CONCRETE	StaM	112.800	8,911.20
		0.000	0.00
		0.000	0.00
0112                          9206.00	9.35	610.000	5,703.50
FABRIC REINFORCEMENT CRACK REPAIR	m	610.000	5,703.50
		0.000	0.00
		0.000	0.00
0113                          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
4028                          9005.23	21.98	0.000	0.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	9,390.000	206,392.20
Revised SPS for Geneva to Fairmont.		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	3,017,835.65
		Current	3,106,245.85
		In place	58,739.12
		This Estimate	36,306.36
GROUP 4 CULVERTS
0115                          P120.36	154.00	76.500	11,781.00
900 mm CULVERT PIPE, TYPE 2	m	76.500	11,781.00
		76.500	11,781.00
		0.000	0.00
0116                          P120.48	231.00	61.000	14,091.00
1200 mm CULVERT PIPE, TYPE 2	m	61.000	14,091.00
		61.000	14,091.00
		0.000	0.00
0118                          P120.72	481.00	31.000	14,911.00
1800 mm CULVERT PIPE, TYPE 2	m	31.000	14,911.00
		31.000	14,911.00
		0.000	0.00
0119                          P126.30	133.00	32.500	4,322.50
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 CLASS IV	m	32.500	4,322.50
		32.500	4,322.50
		0.000	0.00
0120                          P126.36	192.00	36.500	7,008.00
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 CLASS IV	m	36.500	7,008.00
		36.500	7,008.00
		0.000	0.00
0121                          P126.42	245.00	17.500	4,287.50
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2, CLASS IV	m	17.500	4,287.50
		17.500	4,287.50
		0.000	0.00
0122                          P127.30	154.00	47.000	7,238.00
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	47.000	7,238.00
		47.000	7,238.00
		0.000	0.00
0123                          P127.36	200.00	61.000	12,200.00
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	61.000	12,200.00
		61.000	12,200.00
		0.000	0.00
0124                          P127.42	249.00	27.500	6,847.50
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	27.500	6,847.50
		27.500	6,847.50
		0.000	0.00
0126                          P128.36	139.00	48.500	6,741.50
900 mm CULVERT PIPE, TYPE 2 CLASS IV	m	48.500	6,741.50
		48.500	6,741.50
		0.000	0.00
0127                          P128.48	220.00	40.000	8,800.00
1200 mm CULVERT PIPE, TYPE 2 CLASS IV	m	40.000	8,800.00
		40.000	8,800.00
		0.000	0.00
0129                          P128.72	483.00	20.000	9,660.00
1800 mm CULVERT PIPE, TYPE 2 CLASS IV	m	20.000	9,660.00
		20.000	9,660.00
		0.000	0.00
0139                          P255.24	110.00	3.000	330.00
600 mm CULVERT PIPE, TYPE 4 OR 5	m	3.000	330.00
		3.000	330.00
		0.000	0.00
0140                          P400.18	105.00	308.500	32,392.50
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	308.500	32,392.50
		310.800	32,634.00
		0.000	0.00
0142                          P500.24	82.00	11.500	943.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	11.500	943.00
		11.500	943.00
		0.000	0.00
0151                          0030.40	2,068.96	1.000	2,068.96
MOBILIZATION	LS	1.000	2,068.96
		1.000	2,068.96
		0.000	0.00
0157                          4035.00	75.00	10.000	750.00
REMOVE FLARED-END SECTION	EACH	10.000	750.00
		10.000	750.00
		0.000	0.00
0158                          4040.00	100.00	4.000	400.00
REMOVE HEADWALLS FROM CULVERTS	EACH	4.000	400.00
		4.000	400.00
		0.000	0.00
0163                          4045.00	2,500.00	1.000	2,500.00
REMOVE STRUCTURE	EACH	1.000	2,500.00
AT STA 1510+84		0.000	0.00
		0.000	0.00
0165                          4050.01	10.00	478.000	4,780.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	478.000	4,780.00
		567.000	5,670.00
		0.000	0.00
0166                          4051.01	13.00	795.000	10,335.00
EXCAVATION FOR BOX CULVERTS	m3	795.000	10,335.00
		295.000	3,835.00
		0.000	0.00
0167                          4101.06	325.00	212.720	69,134.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	212.720	69,134.00
		96.240	31,278.00
		0.000	0.00
0168                          4105.59	653.00	10.200	6,660.60
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	10.200	6,660.60
		8.400	5,485.20
		0.000	0.00
0169                          4130.06	400.00	4.760	1,904.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	4.760	1,904.00
		0.000	0.00
		0.000	0.00
0170                          4151.00	1.10	13,931.000	15,324.10
REINFORCING STEEL FOR BOX CULVERT	kg	13,931.000	15,324.10
		6,305.000	6,935.50
		0.000	0.00
0171                          4155.50	1.25	459.000	573.75
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	459.000	573.75
		459.000	573.75
		0.000	0.00
0172                          4310.18	320.00	13.000	4,160.00
450 mm FLARED-END SECTION	EACH	13.000	4,160.00
		13.000	4,160.00
		0.000	0.00
0173                          4310.24	330.00	4.000	1,320.00
600 mm FLARED-END SECTION	EACH	4.000	1,320.00
		4.000	1,320.00
		0.000	0.00
0175                          4310.36	580.00	6.000	3,480.00
900 mm FLARED-END SECTION	EACH	6.000	3,480.00
		6.000	3,480.00
		0.000	0.00
0177                          4310.48	800.00	4.000	3,200.00
1200 mm FLARED-END SECTION	EACH	4.000	3,200.00
		4.000	3,200.00
		0.000	0.00
0181                          4310.72	1,600.00	2.000	3,200.00
1800 mm FLARED-END SECTION	EACH	2.000	3,200.00
		2.000	3,200.00
		0.000	0.00
0186                          4510.30	500.00	4.000	2,000.00
750 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	4.000	2,000.00
		4.000	2,000.00
		0.000	0.00
0187                          4510.36	750.00	4.000	3,000.00
900 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	4.000	3,000.00
		4.000	3,000.00
		0.000	0.00
0188                          4510.42	875.00	2.000	1,750.00
1050 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	2.000	1,750.00
		2.000	1,750.00
		0.000	0.00
0189                          4670.05	100.00	139.400	13,940.00
CULVERT SANDFILL	m3	139.400	13,940.00
		177.400	17,740.00
		0.000	0.00
0190                          4880.36	395.00	48.500	19,157.50
JACKING 900 mm CULVERT PIPE, TYPE 2 CLASS IV	m	48.500	19,157.50
		48.500	19,157.50
		0.000	0.00
0191                          4880.48	449.00	40.000	17,960.00
JACKING 1200 mm CULVERT PIPE, TYPE 2 CLASS IV	m	40.000	17,960.00
		40.000	17,960.00
		0.000	0.00
0193                          4880.72	890.00	20.000	17,800.00
JACKING 1800 mm CULVERT PIPE, TYPE 2 CLASS IV	m	20.000	17,800.00
		20.000	17,800.00
		0.000	0.00
0194                          4890.30	449.00	32.500	14,592.50
JACKING 750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 CLASSIV	m	32.500	14,592.50
		32.500	14,592.50
		0.000	0.00
0195                          4890.36	494.00	36.500	18,031.00
JACKING 900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 CLASSIV	m	36.500	18,031.00
		36.500	18,031.00
		0.000	0.00
0196                          4890.42	505.00	17.500	8,837.50
JACKING 1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 CLASSIV	m	17.500	8,837.50
		17.500	8,837.50
		0.000	0.00
GROUP 4 CULVERTS		Contracted	388,412.41
		Current	388,412.41
		In place	335,019.91
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0374                          0001.08	0.50	48,900.000	24,450.00
BARRICADE, TYPE II	BDAY	48,900.000	24,450.00
		16,994.000	8,497.00
		812.000	406.00
0375                          0001.10	1.20	4,521.000	5,425.20
BARRICADE, TYPE III	BDAY	4,521.000	5,425.20
		3,821.000	4,585.20
		98.000	117.60
0376                          0001.30	1.00	1,514.000	1,514.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,514.000	1,514.00
		879.000	879.00
		42.000	42.00
0377                          0001.90	0.35	33,151.000	11,602.85
SIGN DAY	EACH	33,151.000	11,602.85
		14,067.000	4,923.45
		602.000	210.70
0378                          0002.30	1.95	400.000	780.00
PAVEMENT MARKING REMOVAL	m	400.000	780.00
		218.000	425.10
		0.000	0.00
0380                          0002.39	2.62	7,050.000	18,471.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	7,050.000	18,471.00
		0.000	0.00
		0.000	0.00
0381                          0002.97	12.00	757.000	9,084.00
FLASHING ARROW PANEL	DAY	757.000	9,084.00
		0.000	0.00
		0.000	0.00
0386                          0010.04	1,500.00	0.500	750.00
FIELD OFFICE	EACH	0.500	750.00
		0.000	0.00
		0.000	0.00
0387                          0030.00	7,397.16	1.000	7,397.16
MOBILIZATION	LS	1.000	7,397.16
		1.000	7,397.16
		0.000	0.00
0388                          1017.00	36,581.88	1.000	36,581.88
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	36,581.88
		0.420	15,364.39
		0.000	0.00
0389                          9110.01	65.00	30.000	1,950.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	30.000	1,950.00
		0.000	0.00
		0.000	0.00
0390                          9110.02	65.00	10.000	650.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	650.00
		0.000	0.00
		0.000	0.00
0391                          9110.03	55.00	30.000	1,650.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	30.000	1,650.00
		0.000	0.00
		0.000	0.00
0392                          9110.07	50.00	30.000	1,500.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	30.000	1,500.00
		10.000	500.00
		0.000	0.00
4005                          9110.06	127.00	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	20.000	2,540.00
Rental of Backhoe, Fully Operated (track type)		0.000	0.00
		0.000	0.00
4016                          A800.52	18.11	0.000	0.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM, TYPE	DAY	700.000	12,677.00
Operation and Maintenance of Temporary Lighting SystemType II		224.000	4,056.64
		14.000	253.54
4017                          7322.01	262.00	0.000	0.00
TYPE B SIGN	m2	12.080	3,164.96
		0.000	0.00
		0.000	0.00
4018                          7360.30	666.75	0.000	0.00
750 mm SIGN SUPPORT FOOTING	EACH	2.000	1,333.50
700 mm Sign Support Footings		0.000	0.00
		0.000	0.00
4019                          7340.00	6.04	0.000	0.00
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	446.600	2,697.46
Structural Steel for Sign Supports		0.000	0.00
		0.000	0.00
4020                          0030.82		1.000
MOBILIZATION	LS	2.000	0.00
Mobilization for Signs		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	121,806.09
		Current	145,820.26
		In place	46,627.94
		This Estimate	1,029.84
Totals for contract		Contracted	16,859,071.23
		Current	17,190,237.74
		In place	8,519,147.76
		This Estimate	702,347.04