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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4366B
Estimate Number:	0028
Pay Period End Date:	07.27.2002

Contract Location:
HARDY EAST	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	08.31.2000
129 E 2ND ST	Date Awarded:	09.07.2000
PO BOX 1087	Date Contract Executed:	09.12.2000
	Date Notice to Proceed:	09.12.2000
HASTINGS NE 68902-1087	Date Work Began:	10.02.2000
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
NUCKOLLS
THAYER

Project Number		PCT			Fed State Project Number		Description
40366B 000		0.000			EACSTPD-EACBR-8-5(105)		GRAD CULV BIT
41645 000		0.000			F-8-5(1008)		GRAD CULV BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,375,348.96	$4,369,685.53	$5,663.43
$4,405,420.65	Stockpiled Materials	$-.04	$-.04	$.00
Original Contract Amt	Gross Earnings	$4,375,348.92	$4,369,685.49	$5,663.43
$4,327,948.18	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.32%	Net Earnings	$4,350,348.92	$4,344,685.49	$5,663.43
	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	$124.20	$124.20	$.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	$124.20	$124.20	$.00
	Payment	$4,350,473.12	$4,344,809.69	$5,663.43
Project Manager			Div. Head/Dist. Eng.
Meyer, Steve	07.31.2002		Meyer, Keith	08.01.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.01.2002
Controller Div. Processed
Burling, Laurie	08.02.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0131	0030.90	MOBILIZATION
		S.P. Initial Payment	5,251.82	13056
		SURETY BOND
0168	0030.00	MOBILIZATION
		S.P. Initial Payment	1,023.81	13056
		SURETY BOND
		Total for estimate 0001:	6,275.63
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0168	0030.00	MOBILIZATION
		S.P. Adjustment	-511.91	13056
		SURETY BOND
		Total for estimate 0006:	-511.91
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0040	P500.18	450 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8
		S.P. Initial Payment	687.62	81-10-0063
		450mm culvert pipe
0041	P500.24	600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8
		S.P. Initial Payment	1,014.94	81-10-0063
		600mm culvert pipe
0042	P500.36	900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8
		S.P. Initial Payment	1,505.17	81-10-0063
		900mm culvert pipe
0142	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Initial Payment	29,030.61	7652846
		3/4" rock @ $7.89
		S.P. Initial Payment	27,947.76	057773
		3/4"rock @ $8.00
		S.P. Initial Payment	415.56	7654743
		3/4" rock @ $7.89
		S.P. Initial Payment	2,094.08	058269
		3/4" rock @ $8.00
		S.P. Initial Payment	196.61	7655308
		3/4" rock @ $7.89
		Total for estimate 0007:	62,892.35
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0142	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Initial Payment	213.10	7656392
		3/4" rock @ $7.89
		Total for estimate 0008:	213.10
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0168	0030.00	MOBILIZATION
		S.P. Adjustment	-511.91	13056
		SURETY BOND
		Total for estimate 0009:	-511.91
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0131	0030.90	MOBILIZATION
		S.P. Adjustment	-5,251.82	13056
		SURETY BOND
0142	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Adjustment	-5,258.12	7652846
		3/4" rock @ $7.89
		S.P. Adjustment	-5,331.43	057773
		3/4"rock @ $8.00
		S.P. Adjustment	-415.56	7654743
		3/4" rock @ $7.89
		S.P. Adjustment	-2,094.08	058269
		3/4" rock @ $8.00
		S.P. Adjustment	-196.61	7655308
		3/4" rock @ $7.89
		S.P. Adjustment	-213.10	7656392
		3/4" rock @ $7.89
		Total for estimate 0012:	-18,760.72
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0142	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Adjustment	-3,426.79	7652846
		3/4" rock @ $7.89
		S.P. Adjustment	-3,474.57	057773
		3/4"rock @ $8.00
		Total for estimate 0013:	-6,901.36
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0142	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Adjustment	-4,626.80	7652846
		3/4" rock @ $7.89
		S.P. Adjustment	-4,691.31	057773
		3/4"rock @ $8.00
		Total for estimate 0014:	-9,318.11
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0142	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Adjustment	-7,724.81	7652846
		3/4" rock @ $7.89
		S.P. Adjustment	-7,832.51	057773
		3/4"rock @ $8.00
		Total for estimate 0016:	-15,557.32
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	P500.24	600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8
		S.P. Adjustment	-1,014.94	81-10-0063
		600mm culvert pipe
0042	P500.36	900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8
		S.P. Adjustment	-1,505.17	81-10-0063
		900mm culvert pipe
0142	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Adjustment	-247.27	7652846
		3/4" rock @ $7.89
		S.P. Adjustment	-250.72	057773
		3/4"rock @ $8.00
		Total for estimate 0017:	-3,018.10
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0040	P500.18	450 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8
		S.P. Adjustment	-687.62	81-10-0063
		450mm culvert pipe
0142	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Adjustment	-7,746.82	7652846
		3/4" rock @ $7.89
		S.P. Adjustment	-6,367.23	057773
		3/4"rock @ $8.00
		Total for estimate 0018:	-14,801.67
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0131	0030.90	MOBILIZATION
		S.P. Initial Payment	6,373.17	13056
		SURETY BOND
0168	0030.00	MOBILIZATION
		S.P. Initial Payment	1,476.19	13056
		SURETY BOND
		Total for estimate 0001:	7,849.36
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0168	0030.00	MOBILIZATION
		S.P. Adjustment	-738.10	13056
		SURETY BOND
		Total for estimate 0003:	-738.10
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0168	0030.00	MOBILIZATION
		S.P. Adjustment	-738.10	13056
		SURETY BOND
		Total for estimate 0009:	-738.10
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0131	0030.90	MOBILIZATION
		S.P. Adjustment	-3,186.59	13056
		SURETY BOND
		Total for estimate 0013:	-3,186.59
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0131	0030.90	MOBILIZATION
		S.P. Adjustment	-3,186.59	13056
		SURETY BOND
		Total for estimate 0014:	-3,186.59
		Total remaining for contract:	-0.04

			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	138.00	15.000	2,070.00
COVER CROP SEEDING	ha	15.000	2,070.00
		0.000	0.00
		0.000	0.00
0003                          L020.01	6.25	3,303.000	20,643.75
EROSION CONTROL, TYPE A	m2	3,303.000	20,643.75
		3,456.480	21,603.00
		0.000	0.00
0004                          L020.09	17.00	376.500	6,400.50
EROSION CONTROL, TYPE AAA	m2	376.500	6,400.50
		417.750	7,101.75
		0.000	0.00
0005                          L020.10	1.60	6,397.000	10,235.20
EROSION CONTROL, TYPE HV	m2	6,397.000	10,235.20
		7,232.900	11,572.64
		0.000	0.00
0006                          L021.01	17.50	60.000	1,050.00
EROSION CHECKS, TYPE A	BALE	60.000	1,050.00
		120.000	2,100.00
		0.000	0.00
0007                          L021.06	17.50	252.000	4,410.00
EROSION CHECKS, TYPE HV	BALE	252.000	4,410.00
		258.000	4,515.00
		0.000	0.00
0008                          L021.11	17.50	90.000	1,575.00
EROSION CHECKS, TYPE ST-A	BALE	90.000	1,575.00
		60.000	1,050.00
		0.000	0.00
0009                          L021.15	17.50	96.000	1,680.00
EROSION CHECKS, TYPE ST-HV	BALE	96.000	1,680.00
		72.000	1,260.00
		0.000	0.00
0011                          L022.12	6.50	1,522.000	9,893.00
FABRIC SILT FENCE-HIGH POROSITY	m	1,522.000	9,893.00
		1,251.100	8,132.15
		0.000	0.00
0012                          P500.24	34.50	58.100	2,004.45
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	58.100	2,004.45
		58.100	2,004.45
		0.000	0.00
0013                          0030.10	14,765.21	1.000	14,765.21
MOBILIZATION	LS	1.000	14,765.21
		1.000	14,765.21
		0.000	0.00
0014                          1009.00	10,000.00	1.000	10,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0015                          1010.00	1.19	38,527.000	45,847.13
EXCAVATION	m3	0.000	0.00
		38,527.000	45,847.13
		0.000	0.00
0016                          1010.01	2.19	6,445.000	14,114.55
EXCAVATION (ESTABLISHED QUANTITY)	m3	6,445.000	14,114.55
		6,445.000	14,114.55
		0.000	0.00
0017                          1010.10	1.89	75,648.000	142,974.72
EXCAVATION, BORROW	m3	54,441.000	102,893.49
		54,441.000	102,893.49
		0.000	0.00
0018                          1011.00	1.00	3,783.000	3,783.00
WATER	kL	3,834.000	3,834.00
		11.800	11.80
		0.000	0.00
0019                          1012.00	50.00	110.000	5,500.00
RIGHT-OF-WAY MARKERS	EACH	110.000	5,500.00
		138.000	6,900.00
		2.000	100.00
0020                          1017.00	27,500.05	1.000	27,500.05
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	27,500.05
		1.000	27,500.05
		0.000	0.00
0022                          1040.05	0.38	5,030.000	1,911.40
TEMPORARY SLOPE PROTECTION	m2	5,030.000	1,911.40
		5,030.000	1,911.40
		0.000	0.00
0024                          1102.00	3.50	229.000	801.50
REMOVE ASPHALT SURFACE	m2	229.000	801.50
		300.348	1,051.22
		0.000	0.00
0025                          1109.00	3.00	521.600	1,564.80
REMOVE CURB	m	521.600	1,564.80
		445.100	1,335.30
		0.000	0.00
0026                          1500.60	45.00	76.200	3,429.00
INSTALL 1500 mm CORRUGATED METAL PIPE	m	76.200	3,429.00
		110.300	4,963.50
		0.000	0.00
0027                          1500.72	50.00	65.000	3,250.00
INSTALL 1800 mm CORRUGATED METAL PIPE	m	65.000	3,250.00
		31.700	1,585.00
		0.000	0.00
0028                          1701.24	33.50	433.800	14,532.30
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	433.800	14,532.30
		471.500	15,795.25
		0.000	0.00
0031                          7017.00	5.00	1,070.700	5,353.50
REMOVE GUARDRAIL	m	1,070.700	5,353.50
		1,078.300	5,391.50
		0.000	0.00
175                           1900.02	7,148.40	0.000	0.00
TRANSPORTATION CHARGES	LS	1.000	7,148.40
		1.000	7,148.40
		0.000	0.00
176                           3970.10	4,432.09	0.000	0.00
MATERIALS	LS	1.000	4,432.09
Connecting Bands For Shoofly Pipes		1.000	4,432.09
		0.000	0.00
177                           1500.48	42.00	0.000	0.00
INSTALL 1200 mm CORRUGATED METAL PIPE	m	36.580	1,536.36
1200mm Culvert Pipe For Shoofly		36.580	1,536.36
		0.000	0.00
178                           4976.05	2,231.25	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,231.25
Extra Work On Shoofly Culvert Pipes		1.000	2,231.25
		0.000	0.00
4005                          1010.01	1.19	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	38,530.000	45,850.70
		0.000	0.00
		0.000	0.00
4012                          9110.06	127.00	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	16.000	2,032.00
1998 Cat 330 BL Backhoe		31.500	4,000.50
		15.500	1,968.50
4013                          9110.12	157.55	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	16.000	2,520.80
1999 Cat 627F Scraper		31.500	4,962.83
		15.500	2,442.03
4014                          9110.11	61.95	0.000	0.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	16.000	991.20
1999 Cat D6R LGP		31.500	1,951.43
		15.500	960.23
4015                          0030.10		1.000
MOBILIZATION	LS	2.000	0.00
Transportation of equipment to project		1.000	1,890.00
		0.000	0.00
GROUP 1 GRADING		Contracted	355,289.06
		Current	338,044.50
		In place	341,557.25
		This Estimate	5,470.76
GROUP 4 CULVERTS
0032                          P300.24	69.00	20.900	1,442.10
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	20.900	1,442.10
		21.300	1,469.70
		0.000	0.00
0033                          P300.30	90.80	42.700	3,877.16
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	42.700	3,877.16
		40.800	3,704.64
		0.000	0.00
0034                          P300.36	113.50	37.800	4,290.30
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	37.800	4,290.30
		39.000	4,426.50
		0.000	0.00
0035                          P300.42	163.70	43.200	7,071.84
1050 mm CULVERT PIPE, TYPE 3,4 OR 5	m	43.200	7,071.84
		41.500	6,793.55
		0.000	0.00
0036                          P300.48	173.90	8.300	1,443.37
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	8.300	1,443.37
		8.200	1,425.98
		0.000	0.00
0040                          P500.18	67.50	27.500	1,856.25
450 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	27.500	1,856.25
		27.500	1,856.25
		0.000	0.00
0041                          P500.24	73.70	78.500	5,785.45
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	78.500	5,785.45
		81.500	6,006.55
		3.000	221.10
0042                          P500.36	111.10	53.900	5,988.29
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	53.900	5,988.29
		24.000	2,666.40
		0.000	0.00
0043                          0030.40	4,922.91	1.000	4,922.91
MOBILIZATION	LS	1.000	4,922.91
		1.000	4,922.91
		0.000	0.00
0044                          1043.50	2.10	104.000	218.40
RIPRAP FILTER FABRIC	m2	104.000	218.40
		127.830	268.44
		0.000	0.00
0045                          4040.00	110.00	33.000	3,630.00
REMOVE HEADWALLS FROM CULVERTS	EACH	33.000	3,630.00
		34.000	3,740.00
		0.000	0.00
0046                          4044.00	2,100.00	1.000	2,100.00
PREPARATION OF STRUCTURE	EACH	1.000	2,100.00
AT STA 125+87.352		1.000	2,100.00
		0.000	0.00
0047                          4044.01	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA 134+71.579		1.000	1,800.00
		0.000	0.00
0048                          4044.02	2,790.00	1.000	2,790.00
PREPARATION OF STRUCTURE	EACH	1.000	2,790.00
AT STA 139+68.404		1.000	2,790.00
		0.000	0.00
0049                          4044.03	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA 146+65.178		1.000	1,800.00
		0.000	0.00
0050                          4044.04	2,790.00	1.000	2,790.00
PREPARATION OF STRUCTURE	EACH	1.000	2,790.00
AT STA 148+11.482		1.000	2,790.00
		0.000	0.00
0051                          4044.05	2,390.00	1.000	2,390.00
PREPARATION OF STRUCTURE	EACH	1.000	2,390.00
AT STA 153+38.178		1.000	2,390.00
		0.000	0.00
0052                          4044.06	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA 163+12.625		1.000	1,800.00
		0.000	0.00
0053                          4044.07	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA 180+95.404		1.000	1,800.00
		0.000	0.00
0064                          4050.01	8.00	392.000	3,136.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	392.000	3,136.00
		390.000	3,120.00
		0.000	0.00
0065                          4051.01	10.00	251.000	2,510.00
EXCAVATION FOR BOX CULVERTS	m3	251.000	2,510.00
		266.000	2,660.00
		0.000	0.00
0066                          4100.06	534.00	3.020	1,612.68
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	3.020	1,612.68
		1.460	779.64
		0.000	0.00
0067                          4101.06	355.00	265.370	94,206.35
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	265.370	94,206.35
		275.799	97,908.66
		0.000	0.00
0069                          4150.00	1.50	160.000	240.00
REINFORCING STEEL FOR HEADWALL	kg	160.000	240.00
		60.000	90.00
		0.000	0.00
0070                          4151.00	1.29	15,311.000	19,751.19
REINFORCING STEEL FOR BOX CULVERT	kg	15,311.000	19,751.19
		16,356.000	21,099.24
		0.000	0.00
0071                          4310.24	160.40	10.000	1,604.00
600 mm FLARED-END SECTION	EACH	10.000	1,604.00
		10.000	1,604.00
		0.000	0.00
0072                          4310.30	241.00	4.000	964.00
750 mm FLARED-END SECTION	EACH	4.000	964.00
		4.000	964.00
		0.000	0.00
0073                          4310.36	318.00	9.000	2,862.00
900 mm FLARED-END SECTION	EACH	9.000	2,862.00
		7.000	2,226.00
		0.000	0.00
0074                          4310.42	579.50	6.000	3,477.00
1050 mm FLARED-END SECTION	EACH	6.000	3,477.00
		8.000	4,636.00
		0.000	0.00
0075                          4310.48	656.10	2.000	1,312.20
1200 mm FLARED-END SECTION	EACH	2.000	1,312.20
		2.000	1,312.20
		0.000	0.00
0085                          6105.02	45.40	100.000	4,540.00
ROCK RIPRAP, TYPE B	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0179                          6104.00	14.00	0.000	0.00
BROKEN CONCRETE RIPRAP	Mg	124.000	1,736.00
		124.000	1,736.00
		0.000	0.00
174                           4670.05	157.50	0.000	0.00
CULVERT SANDFILL	m3	8.320	1,310.40
Flowable Fill		8.320	1,310.40
		0.000	0.00
GROUP 4 CULVERTS		Contracted	194,011.49
		Current	192,517.89
		In place	193,997.06
		This Estimate	221.10
GROUP 4A CONCRETE BOX CULVERT AT STA. 122+67.9
0086                          0030.40	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0087                          4051.01	33.00	242.000	7,986.00
EXCAVATION FOR BOX CULVERTS	m3	242.000	7,986.00
		342.000	11,286.00
		0.000	0.00
0088                          4101.06	325.00	230.250	74,831.25
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	230.250	74,831.25
		230.250	74,831.26
		0.000	0.00
0089                          4151.00	1.10	15,116.000	16,627.60
REINFORCING STEEL FOR BOX CULVERT	kg	15,116.000	16,627.60
		15,116.000	16,627.60
		0.000	0.00
0090                          6040.01	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 122+68.83		1.000	4,000.00
		0.000	0.00
4002                          4051.20	32.50	0.000	0.00
GRANULAR MATERIAL	m3	100.000	3,250.00
Granular Material for Structure Foundation at sta. 122+67		100.000	3,250.00
		0.000	0.00
4004                          3970.05	2,054.85	0.000	0.00
REPAIR	LS	1.000	2,054.85
REPAIR SHOOFLY PIPE AT STA.122+52 RT.		1.000	2,054.85
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 122+67.9		Contracted	107,444.85
		Current	112,749.70
		In place	116,049.71
		This Estimate	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 131+90.20
0091                          0030.40	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0092                          4051.01	33.00	228.000	7,524.00
EXCAVATION FOR BOX CULVERTS	m3	228.000	7,524.00
		344.000	11,352.00
		0.000	0.00
0093                          4101.06	325.00	298.030	96,859.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	298.030	96,859.75
		298.030	96,859.75
		0.000	0.00
0094                          4151.00	1.10	18,787.000	20,665.70
REINFORCING STEEL FOR BOX CULVERT	kg	18,787.000	20,665.70
		18,787.000	20,665.70
		0.000	0.00
0095                          6040.01	9,000.00	1.000	9,000.00
REMOVE STRUCTURE	EACH	1.000	9,000.00
AT STA. 131+87.20		1.000	9,000.00
		0.000	0.00
4003                          4051.20	32.50	0.000	0.00
GRANULAR MATERIAL	m3	116.000	3,770.00
Granular Material for Structure Foundation at sta. 131+90		116.000	3,770.00
		0.000	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 131+90.20		Contracted	138,049.45
		Current	141,819.45
		In place	145,647.45
		This Estimate	0.00
GROUP 9 BITUMINOUS
0125                          L001.01	1,238.00	8.000	9,904.00
SEEDING, TYPE A	ha	8.000	9,904.00
		17.373	21,507.77
		0.000	0.00
0126                          L001.02	799.00	7.000	5,593.00
SEEDING, TYPE B	ha	7.000	5,593.00
		6.744	5,388.46
		0.000	0.00
0127                          L032.75	55.00	72.000	3,960.00
MULCH	Mg	72.000	3,960.00
		108.527	5,968.99
		0.000	0.00
0128                          P402.15	40.00	66.700	2,668.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	66.700	2,668.00
		70.050	2,802.00
		0.000	0.00
0129                          0002.40	26.00	552.240	14,358.24
TEMPORARY SOLID LINES	StaM	552.240	14,358.24
		758.027	19,708.70
		0.000	0.00
0130                          0002.45	23.00	276.120	6,350.76
TEMPORARY BROKEN LINES	StaM	276.120	6,350.76
		363.187	8,353.30
		0.000	0.00
0131                          0030.90	21,007.30	1.000	21,007.30
MOBILIZATION	LS	1.000	21,007.30
		1.000	21,007.30
		0.000	0.00
0132                          2001.00	13.75	220.000	3,025.00
GRAVEL SURFACE COURSE	m3	220.000	3,025.00
		475.336	6,535.88
		0.000	0.00
0133                          2020.00	7.50	504.000	3,780.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	504.000	3,780.00
		504.000	3,780.00
		0.000	0.00
0134                          2021.00	50.00	8.000	400.00
MAILBOX POST	EACH	8.000	400.00
		8.000	400.00
		0.000	0.00
0135                          4024.55	100.00	8.200	820.00
FLUME SPILLWAY	m	8.200	820.00
		13.040	1,304.00
		0.000	0.00
0136                          4024.70	2,000.00	3.000	6,000.00
CONCRETE FLUME, TYPE I	EACH	3.000	6,000.00
		3.000	6,000.00
		0.000	0.00
0137                          4024.73	2,000.00	3.000	6,000.00
CONCRETE FLUME, TYPE IV	EACH	3.000	6,000.00
		3.000	6,000.00
		0.000	0.00
0138                          4024.74	2,000.00	2.000	4,000.00
CONCRETE FLUME, TYPE V	EACH	2.000	4,000.00
		2.000	4,000.00
		0.000	0.00
0140                          9000.75	16.99	250.000	4,247.50
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	250.000	4,247.50
SP1(12.5)		61.520	1,045.22
		0.000	0.00
0141                          9005.00	26.99	400.000	10,796.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	400.000	10,796.00
SP1(12.5)		72.290	1,951.10
		0.000	0.00
0142                          9005.25	16.99	30,040.000	510,379.60
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	30,040.000	510,379.60
		30,582.220	519,591.92
		0.000	0.00
0143                          9009.00	3.00	4,533.000	13,599.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	4,533.000	13,599.00
		4,522.000	13,566.00
		0.000	0.00
0144                          9009.75	24.66	4,792.000	118,170.72
TEMPORARY SURFACING	m2	4,792.000	118,170.72
		4,792.000	118,170.72
		0.000	0.00
0145                          9020.91	226.00	13.500	3,051.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	13.500	3,051.00
		2.672	603.87
		0.000	0.00
0146                          9021.01	226.00	1,643.760	371,489.76
PERFORMANCE GRADED BINDER (64-22)	Mg	1,643.760	371,489.76
		1,398.921	316,156.15
		0.000	0.00
0147                          9030.00	9.00	899.000	8,091.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	899.000	8,091.00
		940.700	8,466.30
		0.000	0.00
0148                          9034.00	2.50	1,740.000	4,350.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,740.000	4,350.00
		1,839.000	4,597.51
		0.000	0.00
0149                          9053.00	0.25	65,370.000	16,342.50
TACK COAT	L	65,370.000	16,342.50
		127,227.970	31,806.99
		0.000	0.00
0150                          9111.00	1.00	1,073.000	1,073.00
WATER	kL	1,073.000	1,073.00
		0.000	0.00
		0.000	0.00
0151                          9170.00	165.00	184.074	30,372.21
EARTH SHOULDER CONSTRUCTION	StaM	184.074	30,372.21
		184.074	30,372.21
		0.000	0.00
0152                          9173.10	85.00	180.827	15,370.30
SUBGRADE PREPARATION FOR WIDENING	StaM	180.827	15,370.30
		178.932	15,209.22
		0.000	0.00
0153                          9173.20	2.50	655.000	1,637.50
SUBGRADE PREPARATION	m2	655.000	1,637.50
		681.492	1,703.73
		0.000	0.00
0154                          9179.21	205.00	92.041	18,868.41
COLD MILLING, CLASS 1	StaM	92.041	18,868.41
		91.998	18,859.59
		0.000	0.00
0157                          9300.50	2,275.04	1.000	2,275.04
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,275.04
		1.000	2,275.04
		0.000	0.00
4006                          9300.56	0.564	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	30,716.030	17,323.84
Air void incentive		30,716.030	17,323.84
		0.000	0.00
4007                          9300.60	0.79	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	8,559.200	6,761.77
		8,559.200	6,761.77
		0.000	0.00
4008                          9300.77	10.55	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	427.960	4,514.98
		427.960	4,514.98
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,217,979.83
		Current	1,246,580.42
		In place	1,225,732.56
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0158                          0001.08	0.50	14,981.000	7,490.50
BARRICADE, TYPE II	BDAY	14,981.000	7,490.50
		6,041.000	3,020.50
		0.000	0.00
0159                          0001.10	2.50	1,294.000	3,235.00
BARRICADE, TYPE III	BDAY	1,294.000	3,235.00
		4,835.000	12,087.50
		0.000	0.00
0160                          0001.30	2.50	324.000	810.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	324.000	810.00
		425.000	1,062.50
		0.000	0.00
0161                          0001.90	0.50	8,062.000	4,031.00
SIGN DAY	EACH	8,062.000	4,031.00
		32,408.000	16,204.00
		0.000	0.00
0162                          0002.30	1.50	500.000	750.00
PAVEMENT MARKING REMOVAL	m	500.000	750.00
		82.500	123.75
		0.000	0.00
0163                          0002.31	1.50	3,100.000	4,650.00
TEMPORARY PAVEMENT MARKING	m	3,100.000	4,650.00
		0.000	0.00
		0.000	0.00
0164                          0003.10	175.00	70.000	12,250.00
FLAGGING	DAY	70.000	12,250.00
		68.500	11,987.50
		0.000	0.00
0165                          0003.20	275.00	20.000	5,500.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	20.000	5,500.00
		23.000	6,325.00
		0.000	0.00
0167                          0010.04	1,500.00	0.500	750.00
FIELD OFFICE	EACH	0.500	750.00
		0.000	0.00
		0.000	0.00
0168                          0030.00	4,095.24	1.000	4,095.24
MOBILIZATION	LS	1.000	4,095.24
		1.000	4,095.24
		0.000	0.00
0169                          9110.01	60.00	75.000	4,500.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	75.000	4,500.00
		16.500	990.00
		0.000	0.00
0170                          9110.02	60.00	30.000	1,800.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	30.000	1,800.00
		11.500	690.00
		0.000	0.00
0171                          9110.03	50.00	75.000	3,750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	75.000	3,750.00
		19.000	950.00
		0.000	0.00
0172                          9110.07	45.00	75.000	3,375.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	75.000	3,375.00
		0.000	0.00
		0.000	0.00
0180                          0003.51	50.00	0.000	0.00
INSTALL CONCRETE PROTECTION BARRIER	m	109.000	5,450.00
		84.000	4,200.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	56,986.74
		Current	62,436.74
		In place	61,735.99
		This Estimate	0.00
GROUP 1 GRADING
0002                          L020.00	1.60	850.000	1,360.00
EROSION CONTROL	m2	850.000	1,360.00
		888.000	1,420.80
		0.000	0.00
0010                          L022.11	6.50	835.000	5,427.50
FABRIC SILT FENCE-LOW POROSITY	m	835.000	5,427.50
		417.200	2,711.80
		0.000	0.00
0013                          0030.10	4,584.79	1.000	4,584.79
MOBILIZATION	LS	1.000	4,584.79
		1.000	4,584.80
		0.000	0.00
0014                          1009.00	10,000.00	1.000	10,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0018                          1011.00	1.00	1,501.000	1,501.00
WATER	kL	1,501.000	1,501.00
		0.000	0.00
		0.000	0.00
0019                          1012.00	50.00	12.000	600.00
RIGHT-OF-WAY MARKERS	EACH	12.000	600.00
		12.000	600.00
		0.000	0.00
0020                          1017.00	27,499.95	1.000	27,499.95
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	27,499.95
		1.000	27,499.95
		0.000	0.00
0021                          1030.00	3.50	23,684.000	82,894.00
EARTHWORK MEASURED IN EMBANKMENT	m3	23,684.000	82,894.00
		23,684.000	82,894.00
		0.000	0.00
0023                          1101.00	3.50	220.000	770.00
REMOVE PAVEMENT	m2	220.000	770.00
		243.340	851.69
		0.000	0.00
0028                          1701.24	33.50	11.600	388.60
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	11.600	388.60
		0.000	0.00
		0.000	0.00
0029                          4040.00	150.00	2.000	300.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	300.00
		2.000	300.00
		0.000	0.00
0030                          4390.30	275.00	2.000	550.00
750 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	2.000	550.00
		2.000	550.00
		0.000	0.00
0031                          7017.00	5.00	30.500	152.50
REMOVE GUARDRAIL	m	30.500	152.50
		35.200	176.00
		0.000	0.00
GROUP 1 GRADING		Contracted	136,028.34
		Current	136,028.34
		In place	131,589.04
		This Estimate	0.00
GROUP 4 CULVERTS
0032                          P300.24	69.00	1.000	69.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	1.000	69.00
		1.500	103.50
		0.000	0.00
0033                          P300.30	90.80	5.500	499.40
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	5.500	499.40
		6.100	553.88
		0.400	36.32
0034                          P300.36	113.50	17.500	1,986.25
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	17.500	1,986.25
		17.800	2,020.30
		-0.500	-56.75
0036                          P300.48	173.90	15.000	2,608.50
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	15.000	2,608.50
		16.200	2,817.18
		0.000	0.00
0037                          P375.30	107.90	1.500	161.85
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	1.500	161.85
		1.500	161.85
		0.000	0.00
0038                          P375.36	124.20	7.000	869.40
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	7.000	869.40
		11.500	1,428.30
		0.000	0.00
0039                          P375.42	180.80	1.000	180.80
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	1.000	180.80
		1.500	271.20
		0.000	0.00
0043                          0030.40	2,577.09	1.000	2,577.09
MOBILIZATION	LS	1.000	2,577.09
		1.000	2,577.09
		0.000	0.00
0044                          1043.50	2.10	77.000	161.70
RIPRAP FILTER FABRIC	m2	77.000	161.70
		83.700	175.77
		0.000	0.00
0045                          4040.00	110.00	34.000	3,740.00
REMOVE HEADWALLS FROM CULVERTS	EACH	34.000	3,740.00
		34.000	3,740.00
		0.000	0.00
0054                          4044.08	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA 212+78.13		1.000	1,800.00
		0.000	0.00
0055                          4044.09	800.00	1.000	800.00
PREPARATION OF STRUCTURE	EACH	1.000	800.00
AT STA 228+37.50		1.000	800.00
		0.000	0.00
0056                          4044.10	2,990.00	1.000	2,990.00
PREPARATION OF STRUCTURE	EACH	1.000	2,990.00
AT STA 232+86.77		1.000	2,990.00
		0.000	0.00
0057                          4044.11	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA 238+87.22		1.000	1,800.00
		0.000	0.00
0058                          4044.12	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA 244+38		1.000	1,800.00
		0.000	0.00
0059                          4044.13	800.00	1.000	800.00
PREPARATION OF STRUCTURE	EACH	1.000	800.00
AT STA 255+65.50		1.000	800.00
		0.000	0.00
0060                          4044.14	800.00	1.000	800.00
PREPARATION OF STRUCTURE	EACH	1.000	800.00
AT STA 262+24.10		1.000	800.00
		0.000	0.00
0061                          4044.15	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA 301+56.10		1.000	1,200.00
		0.000	0.00
0062                          4044.16	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA 332+20.80		1.000	1,800.00
		0.000	0.00
0063                          4044.17	1,000.00	1.000	1,000.00
PREPARATION OF STRUCTURE	EACH	1.000	1,000.00
AT STA 333+04		1.000	1,000.00
		0.000	0.00
0064                          4050.01	8.00	18.000	144.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	18.000	144.00
		16.000	128.00
		-1.000	-8.00
0065                          4051.01	10.00	114.000	1,140.00
EXCAVATION FOR BOX CULVERTS	m3	114.000	1,140.00
		114.000	1,140.00
		0.000	0.00
0066                          4100.06	534.00	4.200	2,242.80
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	4.200	2,242.80
		4.200	2,242.80
		0.000	0.00
0067                          4101.06	355.00	110.250	39,138.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	110.250	39,138.75
		107.075	38,011.63
		0.000	0.00
0068                          4107.07	534.00	5.110	2,728.74
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	5.110	2,728.74
		3.230	1,724.82
		0.000	0.00
0069                          4150.00	1.50	274.000	411.00
REINFORCING STEEL FOR HEADWALL	kg	274.000	411.00
		274.000	411.00
		0.000	0.00
0070                          4151.00	1.29	7,011.000	9,044.19
REINFORCING STEEL FOR BOX CULVERT	kg	7,011.000	9,044.19
		6,723.000	8,672.67
		0.000	0.00
0076                          4360.24	161.00	8.000	1,288.00
600 mm METAL FLARED-END SECTION	EACH	8.000	1,288.00
		8.000	1,288.00
		0.000	0.00
0077                          4360.30	241.00	5.000	1,205.00
750 mm METAL FLARED-END SECTION	EACH	5.000	1,205.00
		5.000	1,205.00
		0.000	0.00
0078                          4360.36	326.50	5.000	1,632.50
900 mm METAL FLARED-END SECTION	EACH	5.000	1,632.50
		1.000	326.50
		0.000	0.00
0079                          4360.48	656.10	2.000	1,312.20
1200 mm METAL FLARED-END SECTION	EACH	2.000	1,312.20
		2.000	1,312.20
		0.000	0.00
0080                          4390.18	138.00	2.000	276.00
450 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	2.000	276.00
		2.000	276.00
		0.000	0.00
0081                          4390.30	274.20	3.000	822.60
750 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	3.000	822.60
		3.000	822.60
		0.000	0.00
0082                          4390.42	560.10	2.000	1,120.20
1050 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	2.000	1,120.20
		2.000	1,120.20
		0.000	0.00
0083                          4390.48	560.10	6.000	3,360.60
1200 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	6.000	3,360.60
		6.000	3,360.60
		0.000	0.00
0084                          6104.00	14.00	74.000	1,036.00
BROKEN CONCRETE RIPRAP	Mg	74.000	1,036.00
		82.000	1,148.00
		0.000	0.00
173                           4390.36	446.25	0.000	0.00
900 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	2.000	892.50
		2.000	892.50
		0.000	0.00
GROUP 4 CULVERTS		Contracted	94,546.57
		Current	95,439.07
		In place	92,721.59
		This Estimate	-28.43
GROUP 4C CULVERT AT STA. 272+99.5
0096                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0097                          4044.00	7,000.00	1.000	7,000.00
PREPARATION OF STRUCTURE	EACH	1.000	7,000.00
AT STA. 272+99.5		1.000	7,000.00
		0.000	0.00
0098                          4051.01	10.00	63.000	630.00
EXCAVATION FOR BOX CULVERTS	m3	63.000	630.00
		63.000	630.00
		0.000	0.00
0099                          4101.06	355.00	88.220	31,318.10
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	88.220	31,318.10
		88.220	31,318.11
		0.000	0.00
0100                          4151.00	1.29	5,209.000	6,719.61
REINFORCING STEEL FOR BOX CULVERT	kg	5,209.000	6,719.61
		5,209.000	6,719.61
		0.000	0.00
GROUP 4C CULVERT AT STA. 272+99.5		Contracted	48,167.71
		Current	48,167.71
		In place	48,167.72
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 320+48.195
0101                          0030.60	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0102                          1030.00	4.20	2,700.000	11,340.00
EARTHWORK MEASURED IN EMBANKMENT	m3	2,700.000	11,340.00
		2,700.000	11,340.00
		0.000	0.00
0103                          1043.50	3.00	75.000	225.00
RIPRAP FILTER FABRIC	m2	75.000	225.00
		87.360	262.08
		0.000	0.00
0104                          3050.15	270.00	117.500	31,725.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	117.500	31,725.00
		117.500	31,725.00
		0.000	0.00
0105                          3051.10	1.30	7,685.000	9,990.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,685.000	9,990.50
		7,685.000	9,990.50
		0.000	0.00
0106                          6000.10	1,500.00	1.000	1,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0107                          6000.11	1,500.00	1.000	1,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0108                          6007.01	60.00	125.000	7,500.00
CLASS I REPAIR	m2	125.000	7,500.00
		125.000	7,500.00
		0.000	0.00
0109                          6007.02	250.00	25.000	6,250.00
CLASS II REPAIR	m2	25.000	6,250.00
		24.271	6,067.75
		0.000	0.00
0110                          6007.03	275.00	5.000	1,375.00
CLASS III REPAIR	m2	5.000	1,375.00
		0.000	0.00
		0.000	0.00
0111                          6008.40	60.00	180.000	10,800.00
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	180.000	10,800.00
		180.000	10,800.00
		0.000	0.00
0112                          6010.22	675.00	23.000	15,525.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	23.000	15,525.00
		23.000	15,525.01
		0.000	0.00
0113                          6010.26	690.00	23.900	16,491.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	23.900	16,491.00
		23.900	16,491.00
		0.000	0.00
0114                          6016.02	875.00	11.000	9,625.00
CONCRETE FOR OVERLAYS-SF	m3	11.000	9,625.00
		16.440	14,385.00
		0.000	0.00
0115                          6030.00	6,000.00	1.000	6,000.00
PREPARATION OF BRIDGE	EACH	1.000	6,000.00
AT STA. 320+48.195		1.000	6,000.00
		0.000	0.00
0116                          6105.02	45.00	188.000	8,460.00
ROCK RIPRAP, TYPE B	Mg	188.000	8,460.00
		180.885	8,139.83
		0.000	0.00
0117                          6131.50	1.40	7,075.000	9,905.00
EPOXY COATED REINFORCING STEEL	kg	7,085.000	9,919.00
		7,085.000	9,919.00
		0.000	0.00
0118                          6200.00	110.00	192.100	21,131.00
CONCRETE PILING	m	192.100	21,131.00
		169.155	18,607.05
		0.000	0.00
0119                          6510.55	6,500.00	1.000	6,500.00
TEMPORARY BRIDGE SHORING	LS	1.000	6,500.00
		1.000	6,500.00
		0.000	0.00
0120                          8091.00	23.00	40.000	920.00
GRANULAR BACKFILL	m3	40.000	920.00
		40.000	920.00
		0.000	0.00
4001                          6200.50	66.00	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	22.925	1,513.05
1997 Metric Spec. 703.05, para. 2		22.925	1,513.05
		0.000	0.00
GROUP 6 BRIDGE AT STA. 320+48.195		Contracted	191,762.50
		Current	193,289.55
		In place	193,685.27
		This Estimate	0.00
GROUP 7 GUARDRAIL
0121                          0030.70	1,750.00	1.000	1,750.00
MOBILIZATION	LS	1.000	1,750.00
		1.000	1,750.00
		0.000	0.00
0122                          7011.20	56.00	49.530	2,773.68
W-BEAM GUARDRAIL	m	49.530	2,773.68
		49.530	2,773.68
		0.000	0.00
0123                          7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		4.000	5,000.00
		0.000	0.00
0124                          7021.70	1,600.00	4.000	6,400.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,400.00
		4.000	6,400.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	15,923.68
		Current	15,923.68
		In place	15,923.68
		This Estimate	0.00
GROUP 9 BITUMINOUS
0126                          L001.02	799.00	14.000	11,186.00
SEEDING, TYPE B	ha	14.000	11,186.00
		38.572	30,819.03
		0.000	0.00
0127                          L032.75	55.00	70.000	3,850.00
MULCH	Mg	70.000	3,850.00
		178.720	9,829.60
		0.000	0.00
0129                          0002.40	26.00	1,128.060	29,329.56
TEMPORARY SOLID LINES	StaM	1,128.060	29,329.56
		1,090.150	28,343.90
		0.000	0.00
0130                          0002.45	23.00	564.030	12,972.69
TEMPORARY BROKEN LINES	StaM	564.030	12,972.69
		551.538	12,685.38
		0.000	0.00
0131                          0030.90	25,492.70	1.000	25,492.70
MOBILIZATION	LS	1.000	25,492.70
		1.000	25,492.70
		0.000	0.00
0132                          2001.00	13.75	288.000	3,960.00
GRAVEL SURFACE COURSE	m3	288.000	3,960.00
		348.481	4,791.61
		0.000	0.00
0133                          2020.00	7.50	718.000	5,385.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	718.000	5,385.00
		718.000	5,385.00
		0.000	0.00
0134                          2021.00	50.00	17.000	850.00
MAILBOX POST	EACH	17.000	850.00
		22.000	1,100.00
		0.000	0.00
0139                          8029.75	4.75	928.000	4,408.00
BITUMINOUS FOUNDATION COURSE	m2	928.000	4,408.00
		1,213.372	5,763.52
		0.000	0.00
0140                          9000.75	16.99	500.000	8,495.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	8,495.00
SP1(12.5)		1,982.130	33,676.39
		0.000	0.00
0141                          9005.00	26.99	500.000	13,495.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	500.000	13,495.00
SP1(12.5)		7.000	188.93
		0.000	0.00
0142                          9005.25	16.99	46,830.000	795,641.70
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	46,830.000	795,641.70
		47,388.350	805,128.06
		0.000	0.00
0143                          9009.00	3.00	5,074.000	15,222.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	5,074.000	15,222.00
		5,166.000	15,498.00
		0.000	0.00
0144                          9009.75	24.66	158.000	3,896.28
TEMPORARY SURFACING	m2	158.000	3,896.28
		254.226	6,269.21
		0.000	0.00
0145                          9020.91	226.00	26.000	5,876.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	26.000	5,876.00
		89.490	20,224.74
		0.000	0.00
0146                          9021.01	226.00	2,461.160	556,222.16
PERFORMANCE GRADED BINDER (64-22)	Mg	2,461.160	556,222.16
		2,105.475	475,837.36
		0.000	0.00
0148                          9034.00	2.50	4,248.000	10,620.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	4,248.000	10,620.00
		4,415.000	11,037.50
		0.000	0.00
0149                          9053.00	0.25	130,010.000	32,502.50
TACK COAT	L	130,010.000	32,502.50
		190,123.132	47,530.79
		0.000	0.00
0150                          9111.00	1.00	1,135.000	1,135.00
WATER	kL	1,135.000	1,135.00
		0.000	0.00
		0.000	0.00
0151                          9170.00	165.00	374.133	61,731.95
EARTH SHOULDER CONSTRUCTION	StaM	374.133	61,731.95
		374.133	61,731.95
		0.000	0.00
0152                          9173.10	85.00	347.008	29,495.68
SUBGRADE PREPARATION FOR WIDENING	StaM	347.008	29,495.68
		349.640	29,719.40
		0.000	0.00
0153                          9173.20	2.50	928.000	2,320.00
SUBGRADE PREPARATION	m2	928.000	2,320.00
		1,213.372	3,033.43
		0.000	0.00
0155                          9179.23	240.00	189.423	45,461.52
COLD MILLING, CLASS 3	StaM	189.423	45,461.52
		189.163	45,399.12
		0.000	0.00
0156                          9188.50	25.00	219.000	5,475.00
SURFACING UNDER GUARDRAIL	m2	219.000	5,475.00
		219.000	5,475.00
		0.000	0.00
0157                          9300.50	5,724.96	1.000	5,724.96
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	5,724.96
		1.000	5,724.96
		0.000	0.00
4009                          9300.56	0.586	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	49,377.480	28,935.20
		49,377.480	28,935.20
		0.000	0.00
4010                          9300.60	0.76	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	17,601.880	13,377.43
		17,601.880	13,377.43
		0.000	0.00
4011                          9300.77	10.17	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	880.090	8,950.52
		880.090	8,950.52
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,690,748.69
		Current	1,742,011.84
		In place	1,741,948.73
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0158                          0001.08	0.50	14,370.000	7,185.00
BARRICADE, TYPE II	BDAY	14,370.000	7,185.00
		4,280.000	2,140.00
		0.000	0.00
0159                          0001.10	2.50	1,278.000	3,195.00
BARRICADE, TYPE III	BDAY	1,278.000	3,195.00
		3,009.000	7,522.50
		0.000	0.00
0160                          0001.30	2.50	510.000	1,275.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	510.000	1,275.00
		545.000	1,362.50
		0.000	0.00
0161                          0001.90	0.50	18,469.000	9,234.50
SIGN DAY	EACH	18,469.000	9,234.50
		30,283.000	15,141.50
		0.000	0.00
0162                          0002.30	1.50	140.000	210.00
PAVEMENT MARKING REMOVAL	m	140.000	210.00
		31.500	47.25
		0.000	0.00
0163                          0002.31	1.50	320.000	480.00
TEMPORARY PAVEMENT MARKING	m	320.000	480.00
		604.600	906.90
		0.000	0.00
0164                          0003.10	175.00	100.000	17,500.00
FLAGGING	DAY	100.000	17,500.00
		95.500	16,712.50
		0.000	0.00
0165                          0003.20	275.00	40.000	11,000.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	40.000	11,000.00
		34.000	9,350.00
		0.000	0.00
0166                          0003.51	50.00	150.000	7,500.00
INSTALL CONCRETE PROTECTION BARRIER	m	150.000	7,500.00
		126.000	6,300.00
		0.000	0.00
0167                          0010.04	1,500.00	0.500	750.00
FIELD OFFICE	EACH	0.500	750.00
		0.000	0.00
		0.000	0.00
0168                          0030.00	5,904.76	1.000	5,904.76
MOBILIZATION	LS	1.000	5,904.76
		1.000	5,904.76
		0.000	0.00
0169                          9110.01	60.00	85.000	5,100.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	85.000	5,100.00
		15.500	930.00
		0.000	0.00
0170                          9110.02	60.00	60.000	3,600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	60.000	3,600.00
		0.000	0.00
		0.000	0.00
0171                          9110.03	50.00	85.000	4,250.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	85.000	4,250.00
		5.500	275.00
		0.000	0.00
0172                          9110.07	45.00	85.000	3,825.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	85.000	3,825.00
		0.000	0.00
		0.000	0.00
4016                          0096.00	-597.50	0.000	0.00
DEDUCTION	LS	1.000	-597.50
Deduction for Damaged Signs		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	81,009.26
		Current	80,411.76
		In place	66,592.91
		This Estimate	0.00
Totals for contract		Contracted	4,327,948.17
		Current	4,403,530.65
		In place	4,375,348.96
		This Estimate	5,663.43