Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4576
Estimate Number:	0050
Pay Period End Date:	08.09.2003

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	$17,162,960.05	$17,064,213.91	$98,746.14
$17,442,220.37	Stockpiled Materials	$8,035.45	$8,035.45	$.00
Original Contract Amt	Gross Earnings	$17,170,995.50	$17,072,249.36	$98,746.14
$16,859,071.23	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
98.40%	Net Earnings	$17,145,995.50	$17,047,249.36	$98,746.14
	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	$-5,146.56	$-5,146.56	$.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	-$5,146.56	-$5,146.56	$.00
	Payment	$17,140,848.94	$17,042,102.80	$98,746.14
Project Manager			Div. Head/Dist. Eng.
Kohmetscher, Lyle	08.12.2003		Meyer, Keith	08.12.2003
Constr. Estimate Eng.			Materials Eng.
Hitzeman, Bill	08.12.2003
Controller Div. Processed
Burling, Laurie	08.12.2003

		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:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-18,068.03	22259
		47B ROCK
		S.P. Adjustment	-9,147.36	22334
		47B ROCK
		Total for estimate 0031:	-27,215.39
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-14,935.64	22334
		47B ROCK
		Total for estimate 0032:	-14,935.64
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-43,464.12	22334
		47B ROCK
		S.P. Adjustment	-12,089.92	22367
		47B ROCK
		S.P. Adjustment	-1,191.32	22403
		47B ROCK
		S.P. Adjustment	-410.06	22604
		47B ROCK
		Total for estimate 0033:	-57,155.42
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-19,437.50	22604
		47B ROCK
		S.P. Adjustment	-7,437.75	22994
		47B ROCK
		S.P. Adjustment	-13,142.22	23037
		47B ROCK
		S.P. Adjustment	-6,025.74	23080
		47B ROCK
		Total for estimate 0034:	-46,043.21
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-15,047.94	23080
		47B ROCK
		S.P. Adjustment	-4,511.50	23235
		47B ROCK
		Total for estimate 0035:	-19,559.44
Est Nbr:	0037
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	-715.76	70631
		600 mm driveway pipe
0049	1701.36	900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Adjustment	-1,150.81	70631
		900 mm driveway culvert pipe 41576
		Total for estimate 0037:	-1,866.57
Est Nbr:	0040
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-11,229.25	23235
		47B ROCK
		Total for estimate 0040:	-11,229.25
Est Nbr:	0046
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-7,636.92	23235
		47B ROCK
		Total for estimate 0046:	-7,636.92
Est Nbr:	0047
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	-1,695.23	70631
		600 mm driveway pipe
		S.P. Adjustment	-1,557.09	70631
		600 mm driveway pipe
		Total for estimate 0047:	-3,252.32
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
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-29,927.85	23138
		47B ROCK
		S.P. Adjustment	-16,062.54	23190
		47B ROCK
		Total for estimate 0031:	-45,990.39
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0077	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-20,955.09	23190
		47B ROCK
		S.P. Adjustment	-30,258.00	23235
		47B ROCK
		Total for estimate 0032:	-51,213.09
Est Nbr:	0038
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	-276.25	70631
		600 mm driveway culvert pipe 41585
		Total for estimate 0038:	-276.25
		Total remaining for contract:	8,035.45

			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
		342.000	4,446.00
		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
		585.600	4,977.60
		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
		251.700	2,265.30
		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
		624.900	44,367.90
		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
		172,367.000	189,603.70
		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
		600,988.000	1,141,877.20
		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
		140.000	7,000.00
		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
		2,959.260	7,398.15
		0.000	0.00

0030 1106.00	4.00	31.000	124.00
REMOVE DRIVEWAY	m2	31.000	124.00
		31.000	124.00
		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
		530.000	21,200.00
		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
		26.000	1,430.00
		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
		38.900	21,006.00
		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
		1,497.000	2,994.00
		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
		26.000	7,800.00
		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
		130.790	2,877.38
		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		5,176.500	41,826.12
		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		11.000	288.75
		0.000	0.00

4048 1010.46	2.20	0.000	0.00
REMOVAL OF UNSUITABLY WET SOIL	m3	1,238.000	2,723.60
Removal of Unsuitably wet material from grading sectionStd. Specification, section 205.05, para 10a.		1,238.000	2,723.60
		0.000	0.00

GROUP 1 GRADING		Contracted	1,586,151.05
		Current	1,643,847.00
		In place	1,693,692.27
		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
		0.999	156,064.00
		0.024	3,767.87

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
		1,085.110	16,276.65
		211.040	3,165.60

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
		499.364	12,983.46
		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
		49.450	6,149.11
		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
		250.110	24,510.78
		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
		544.980	51,958.39
		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
		12,490.953	369,607.29
		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
		9,548.935	333,257.82
		0.000	0.00

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
		175,733.727	4,681,546.49
		0.000	0.00

0078 3221.05	95.34	595.500	56,774.97
CONCRETE PAVEMENT, CLASS PR-25	m2	595.500	56,774.97
JOINT REPAIR		754.400	71,924.50
		0.000	0.00

0079 3275.20	5.47	32,769.000	179,246.43
CRUSH CONCRETE PAVEMENT	m2	27,427.000	150,025.69
		27,945.860	152,863.86
		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
		21,185.506	26,693.74
		20,363.506	25,658.02

0082 7550.04	1.20	24,750.000	29,700.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	24,750.000	29,700.00
		28,014.129	33,616.95
		15,514.929	18,617.91

0083 8022.00	99.50	2,440.000	242,780.00
HYDRATED LIME	Mg	3,828.000	380,886.00
		3,914.030	389,446.01
		0.000	0.00

0085 8029.10	4.12	129,667.000	534,228.04
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	216,422.000	891,658.64
		186,894.139	770,003.86
		0.000	0.00

0086 8029.12	6.53	16,743.000	109,331.79
AGGREGATE FOUNDATION COURSE-D 150 mm	m2	16,743.000	109,331.79
		16,373.273	106,917.47
		0.000	0.00

0087 8029.84	1.15	29,261.000	33,650.15
BITUMINOUS FOUNDATION COURSE 100 mm	m2	0.000	0.00
		6,685.000	7,687.76
		0.000	0.00

0088 8032.04	1.07	57,494.000	61,518.58
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	0.000	0.00
		10,523.963	11,260.63
		0.000	0.00

0089 8060.08	150.00	632.000	94,800.00
N-DRAIN	EACH	80.000	12,000.00
		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
		200,910.822	277,256.94
		0.000	0.00

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)		165.953	3,793.68
		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)		90.532	3,145.08
		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
		5,197.740	128,592.09
		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
		1,665.650	4,164.14
		0.000	0.00

0098 9009.86	12.30	31,384.000	386,023.20
SURFACING 150mm	m2	31,384.000	386,023.20
		32,719.640	402,451.57
		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
		6.830	1,366.00
		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
		199.633	40,325.86
		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
		402.114	101,332.73
		0.000	0.00

0102 9034.00	2.50	359.000	897.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	359.000	897.50
		1,618.820	4,047.06
		0.000	0.00

0103 9053.00	0.26	43,256.000	11,246.56
TACK COAT	L	43,256.000	11,246.56
		60,182.541	15,647.46
		0.000	0.00

0104 9111.00	4.00	4,542.000	18,168.00
WATER	kL	4,542.000	18,168.00
		10,853.700	43,414.80
		0.000	0.00

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
		53,201.003	71,289.34
		0.000	0.00

0107 9179.34	2.25	25,107.000	56,490.75
COLD MILLING, CLASS 4	m2	19,766.000	44,473.50
		20,373.113	45,839.50
		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
		11,051.100	16,576.65
		0.000	0.00

0110 9185.77	79.00	395.000	31,205.00
RUMBLE STRIPS, CONCRETE	StaM	395.000	31,205.00
		222.666	17,590.61
		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
		433.750	8,675.00
		0.000	0.00

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		2,707.393	88,098.57
		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		5,657.419	184,092.42
		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		130.384	26,337.57
		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		261.815	52,886.63
		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		5,098.380	112,062.39
		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
		0.000	0.00

4033 L032.75	89.25	0.000	0.00
MULCH	Mg	6.818	608.51
Mulch for F Street		6.818	608.51
		0.000	0.00

4034 0030.50		1.000
MOBILIZATION	LS	2.000	0.00
Mobilization for seeding on F Street		1.000	1,050.00
		0.000	0.00

4036 8060.05	85.00	0.000	0.00
GRANULAR SUBDRAIN	EACH	552.000	46,920.00
Granular Subdrains in Place of N Drains		0.000	0.00
		0.000	0.00

4038 9179.77	2,000.00	0.000	0.00
MILLING FOR ASPHALTIC CONCRETE INLAY	m	1.000	2,000.00
Milling for Asph Conc Inlay		1.000	2,000.00
		0.000	0.00

4039 0030.00		1.000
MOBILIZATION	LS	2.000	0.00
Addition Mobilization for Epoxy Painting		1.000	1,250.00
		0.000	0.00

4043 1102.05	3.00	0.000	0.00
REMOVE ASPHALT SURFACING FROM PAVEMENT	m2	1,766.600	5,299.80
Remove Asphalt Surface from pavement		0.000	0.00
		0.000	0.00

4045 7508.04	23.10	0.000	0.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	500.000	11,550.00
300 mm white Preformed Pavement Marking		0.000	0.00
		0.000	0.00

4046 3300.03	2,948.40	0.000	0.00
DEDUCTION	LS	0.000	0.00
Deduction for under strength PR Conc.Std. specification 603.05 para. 3 d, table 603.02		0.000	0.00
		0.000	0.00

4047 3300.03	-2,948.40	0.000	0.00
DEDUCTION	LS	1.000	-2,948.40
Deduction of under strength PR ConcStd specification 603.05 para. 3 d table 603.02		1.000	-2,948.40
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	8,845,096.00
		Current	9,204,403.03
		In place	8,935,484.83
		This Estimate	51,209.40

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
		66.000	22,836.00
		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
		43.000	17,415.00
		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
		7.200	2,592.00
		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
		143.500	33,220.25
		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
		1.000	1,931.04
		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
		10.000	750.00
		0.000	0.00

0158 4040.00	100.00	6.000	600.00
REMOVE HEADWALLS FROM CULVERTS	EACH	6.000	600.00
		6.000	600.00
		0.000	0.00

0159 4041.00	500.00	1.000	500.00
CULVERT CLEANOUT	EACH	1.000	500.00
		1.000	500.00
		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
		2,492.000	24,920.00
		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
		10.000	8,000.00
		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
		4.000	4,800.00
		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
		2.000	2,500.00
		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	390,004.44
		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
		800.000	1,920.00
		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
		25.700	4,214.80
		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	457,335.63
		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
		1.000	1,500.00
		0.000	0.00

0362 7011.20	49.00	407.147	19,950.20
W-BEAM GUARDRAIL	m	407.147	19,950.20
		413.390	20,256.11
		0.000	0.00

0363 7020.00	1,250.00	12.000	15,000.00
BRIDGE APPROACH SECTIONS	EACH	12.000	15,000.00
		12.000	15,000.00
		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
		4.000	6,600.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	43,050.20
		Current	43,050.20
		In place	43,356.11
		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
		2.000	600.00
		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
		20.000	31,000.00
		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
		5.000	6,000.00
		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
		857.000	5,999.00
		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
		989.000	1,384.60
		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
		1,978.000	2,967.00
		0.000	0.00

0373 0030.81	1,702.00	1.000	1,702.00
MOBILIZATION	LS	1.000	1,702.00
		1.000	1,702.00
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	68,348.60
		Current	68,348.60
		In place	58,993.60
		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
		27,989.000	13,994.50
		786.000	393.00

0375 0001.10	1.20	12,388.000	14,865.60
BARRICADE, TYPE III	BDAY	12,388.000	14,865.60
		26,152.000	31,382.40
		430.000	516.00

0376 0001.30	1.00	2,908.000	2,908.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,908.000	2,908.00
		489.000	489.00
		0.000	0.00

0377 0001.90	0.35	23,203.000	8,121.05
SIGN DAY	EACH	23,203.000	8,121.05
		53,679.000	18,787.65
		536.000	187.60

0379 0002.31	0.96	23,900.000	22,944.00
TEMPORARY PAVEMENT MARKING	m	15,400.000	14,784.00
		29,981.000	28,781.76
		542.000	520.32

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
		26.500	4,637.50
		0.000	0.00

0383 0003.51	60.00	72.000	4,320.00
INSTALL CONCRETE PROTECTION BARRIER	m	72.000	4,320.00
		73.160	4,389.60
		0.000	0.00

0384 0003.58	3,000.00	2.000	6,000.00
INERTIAL BARRIER SYSTEM	EACH	2.000	6,000.00
		2.000	6,000.00
		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
		18.750	1,218.75
		0.000	0.00

0390 9110.02	65.00	10.000	650.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	650.00
		16.000	1,040.00
		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
		40.000	2,000.00
		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		38.250	4,857.75
		0.000	0.00

4042 0002.30	1.95	0.000	0.00
PAVEMENT MARKING REMOVAL	m	500.000	975.00
Pavement Marking Removal		1,772.000	3,455.40
		1,377.000	2,685.15

GROUP 10 GENERAL ITEMS		Contracted	186,674.61
		Current	184,569.61
		In place	202,126.54
		This Estimate	4,302.07

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
		24.000	288.00
		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
		396.400	3,171.20
		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
		587.516	1,468.79
		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
		198.500	7,940.00
		0.000	0.00

GROUP 1 GRADING		Contracted	421,863.57
		Current	421,863.57
		In place	391,040.24
		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
		1.000	93,936.00
		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
		2,366.660	7,099.98
		0.000	0.00

0064 2001.00	15.00	235.000	3,525.00
GRAVEL SURFACE COURSE	m3	235.000	3,525.00
		197.430	2,961.45
		37.710	565.65

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
		525.068	50,059.98
		0.000	0.00

0074 3041.25	540.00	4.000	2,160.00
BITUMINOUS PATCHING	Mg	0.000	0.00
		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
		50,761.530	1,352,287.16
		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
		1.000	2,909.09
		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
		11,786.000	14,850.36
		11,786.000	14,850.36

0082 7550.04	1.20	14,100.000	16,920.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	14,100.000	16,920.00
		14,867.500	17,841.00
		9,227.500	11,073.00

0083 8022.00	99.50	360.000	35,820.00
HYDRATED LIME	Mg	1,090.000	108,455.00
		1,090.600	108,514.71
		0.000	0.00

0084 8027.01	275.00	112.803	31,020.83
FULL DEPTH RECLAIMATION	StaM	112.803	31,020.83
		114.380	31,454.50
		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
		59,077.285	243,398.41
		0.000	0.00

0089 8060.08	150.00	189.000	28,350.00
N-DRAIN	EACH	0.000	0.00
		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
		59,077.285	81,526.65
		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		16.180	328.45
		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
		1,794.490	36,428.15
		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
		15,185.340	375,685.31
		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
		1,465.000	3,662.50
		0.000	0.00

0098 9009.86	12.30	8,461.000	104,070.30
SURFACING 150mm	m2	8,461.000	104,070.30
		8,460.255	104,061.14
		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
		0.359	71.80
		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
		403.710	81,549.42
		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
		749.254	188,812.01
		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
		988.000	2,470.00
		0.000	0.00

0103 9053.00	0.26	58,320.000	15,163.20
TACK COAT	L	58,320.000	15,163.20
		46,875.581	12,187.65
		0.000	0.00

0104 9111.00	4.00	1,488.000	5,952.00
WATER	kL	1,488.000	5,952.00
		1,970.000	7,880.00
		0.000	0.00

0105 9170.00	100.00	173.785	17,378.50
EARTH SHOULDER CONSTRUCTION	StaM	173.785	17,378.50
		225.600	22,560.00
		0.000	0.00

0106 9173.20	1.34	6,229.000	8,346.86
SUBGRADE PREPARATION	m2	6,229.000	8,346.86
		7,457.590	9,993.17
		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
		106.850	8,441.15
		0.000	0.00

0112 9206.00	9.35	610.000	5,703.50
FABRIC REINFORCEMENT CRACK REPAIR	m	0.000	0.00
		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.		10,485.538	230,472.13
		0.000	0.00

4035 9150.00	0.30	0.000	0.00
CRACKING AND SEATING CONCRETE PAVEMENT	m2	41,173.000	12,351.90
Cracking & Seating Conc Pvmt on Geneva to Fairmont		41,500.500	12,450.15
		0.000	0.00

4037 8060.05	85.00	0.000	0.00
GRANULAR SUBDRAIN	EACH	189.000	16,065.00
Granular Subdrain in Place of N Drains		189.000	16,065.00
		189.000	16,065.00

4041 0030.00		1.000
MOBILIZATION	LS	2.000	0.00
additional mobilization for epoxy painting		0.000	0.00
		0.000	0.00

4049 3300.60	1.30	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	40,392.000	52,509.60
Conc. Smoothness Incetive Fairmont to Geneva		40,392.000	52,509.60
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	3,017,835.65
		Current	3,152,208.85
		In place	3,172,466.92
		This Estimate	42,554.01

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		1.000	2,500.00
		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
		795.000	10,335.00
		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
		212.720	69,134.00
		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
		10.200	6,660.60
		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
		13,931.000	15,324.10
		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	391,439.91
		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
		42,728.000	21,364.00
		578.000	289.00

0375 0001.10	1.20	4,521.000	5,425.20
BARRICADE, TYPE III	BDAY	4,521.000	5,425.20
		9,007.000	10,808.40
		90.000	108.00

0376 0001.30	1.00	1,514.000	1,514.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,514.000	1,514.00
		1,047.000	1,047.00
		0.000	0.00

0377 0001.90	0.35	33,151.000	11,602.85
SIGN DAY	EACH	33,151.000	11,602.85
		33,743.000	11,810.05
		500.000	175.00

0378 0002.30	1.95	400.000	780.00
PAVEMENT MARKING REMOVAL	m	400.000	780.00
		0.000	0.00
		0.000	0.00

0380 0002.39	2.62	7,050.000	18,471.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	0.000	0.00
		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		636.000	11,517.96
		6.000	108.66

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

4040 0002.31	0.96	0.000	0.00
TEMPORARY PAVEMENT MARKING	m	8,500.000	8,160.00
Tenporary Pavement Marking		12,528.750	12,027.60
		0.000	0.00

4044 0003.51	60.00	0.000	0.00
INSTALL CONCRETE PROTECTION BARRIER	m	79.250	4,755.00
Install Concrete Protection Barriers		79.250	4,755.00
		0.000	0.00

4050 A780.02	1,986.60	0.000	0.00
TEMPORARY LIGHTING SYSTEM, TYPE	EACH	1.000	1,986.60
Item 0298 on Contract 4586X transfered to Contract 4576		0.000	0.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	121,806.09
		Current	142,250.86
		In place	96,591.56
		This Estimate	680.66

Totals for contract		Contracted	16,859,071.23
		Current	17,437,069.16
		In place	17,162,960.05
		This Estimate	98,746.14