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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4587X
Estimate Number:	0041
Pay Period End Date:	10.23.2002

Contract Location:
MCCOOL JUNCTION - I-80	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	01.13.2000
129 E 2ND ST	Date Awarded:	01.27.2000
PO BOX 1087	Date Contract Executed:	02.04.2000
	Date Notice to Proceed:	02.04.2000
HASTINGS NE 68902-1087	Date Work Began:	03.02.2000
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
YORK

Project Number		PCT			Fed State Project Number		Description
41587 000B		0.000			EACNH-81-2(122)		GR CP CULV BR GDRL ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$9,315,822.89	$9,313,578.97	$2,243.92
$9,595,421.32	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$9,315,822.89	$9,313,578.97	$2,243.92
$8,855,105.62	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.09%	Net Earnings	$9,290,822.89	$9,288,578.97	$2,243.92
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$6,195.96	$6,195.96	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$259.29	$259.29	$.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	$271.64	$271.64	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	$6,726.89	$6,726.89	$.00
	Payment	$9,297,549.78	$9,295,305.86	$2,243.92
Project Manager			Div. Head/Dist. Eng.
Cuda, Bill	10.23.2002		Meyer, Keith	10.24.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	10.25.2002
Controller Div. Processed
Burling, Laurie	10.25.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	34,070.04	19907
		Coarse Aggregate
		Total for estimate 0005:	34,070.04
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	7,684.00	19945
		47 B Coarse Aggregate
0042	3075.51	255 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	3,835.20	19945
		47 B Coarse Aggregate
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	38,336.90	19945
		Coarse Aggregate
		S.P. Initial Payment	12,868.18	19988
		Coarse Aggregate
		Total for estimate 0006:	62,724.28
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	17,106.62	20016
		Coarse Aggregate
		S.P. Initial Payment	15,742.27	20050
		Coarse Aggregate
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	4,047.68	31693
		Drag Sand
		S.P. Initial Payment	6,737.40	31754
		Drag Sand
		S.P. Initial Payment	13,671.11	31754
		Drag Sand
		Total for estimate 0007:	57,305.08
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,062.68	19945
		47 B Coarse Aggregate
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	5,118.49	20105
		Coarse Aggregate
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	19,796.00	31754
		Drag Sand
		S.P. Initial Payment	12,463.13	31921
		Drag Sand
		Total for estimate 0008:	34,314.94
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	12,071.51	20132
		Coarse Aggregate
0057	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Initial Payment	47,820.93	73067
		2A Gravel
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	23,549.82	31985
		Drag Sand
		Total for estimate 0009:	83,442.26
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.51	255 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,850.80	19945
		47 B Coarse Aggregate
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	48,851.24	94883
0057	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Initial Payment	12,178.17	94883
		2A Gravel
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	2,684.64	1047606
		Drag Sand
		Total for estimate 0010:	61,863.25
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-98.61	19945
		47 B Coarse Aggregate
0042	3075.51	255 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-273.81	19945
		47 B Coarse Aggregate
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-13,404.39	19907
		Coarse Aggregate
		S.P. Adjustment	-14,602.16	94883
		S.P. Initial Payment	87,825.56	000000
		Dowel Bar Basket
		S.P. Adjustment	-13,827.52	000000
		Dowel Bar Basket
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	8,688.56	32198
		Drag Sand
		S.P. Initial Payment	2,653.47	10279
		Drag Sand
		S.P. Initial Payment	2,591.00	10279
		Drag Sand
		Total for estimate 0011:	59,552.10
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-20,665.65	19907
		Coarse Aggregate
		S.P. Adjustment	-38,336.90	19945
		Coarse Aggregate
		S.P. Adjustment	-1,902.59	19988
		Coarse Aggregate
		S.P. Adjustment	-34,249.08	94883
		S.P. Adjustment	-62,827.74	000000
		Dowel Bar Basket
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	894.10	10279
		Drag Sand
		S.P. Initial Payment	844.30	1049453
		Drag Sand
		Total for estimate 0012:	-156,243.56
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-10,965.59	19988
		Coarse Aggregate
		S.P. Adjustment	-17,106.62	20016
		Coarse Aggregate
		S.P. Adjustment	-15,742.27	20050
		Coarse Aggregate
		S.P. Adjustment	-1,486.44	20105
		Coarse Aggregate
		S.P. Adjustment	-11,171.96	000000
		Dowel Bar Basket
		Total for estimate 0013:	-56,472.88
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,632.05	20105
		Coarse Aggregate
		S.P. Adjustment	-12,071.51	20132
		Coarse Aggregate
		Total for estimate 0014:	-15,703.56
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.51	255 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,710.59	19945
		47 B Coarse Aggregate
0057	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Adjustment	-16,227.92	73067
		2A Gravel
		Total for estimate 0015:	-17,938.51
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Adjustment	-1,717.34	73067
		2A Gravel
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-2,794.59	31693
		Drag Sand
		Total for estimate 0016:	-4,511.93
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,680.41	19945
		47 B Coarse Aggregate
0057	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Adjustment	-3,052.17	73067
		2A Gravel
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-1,253.09	31693
		Drag Sand
		S.P. Adjustment	-6,737.40	31754
		Drag Sand
		S.P. Adjustment	-2,014.75	31754
		Drag Sand
		Total for estimate 0027:	-14,737.82
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Adjustment	-1,467.37	73067
		2A Gravel
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-11,656.36	31754
		Drag Sand
		S.P. Adjustment	-10,499.16	31754
		Drag Sand
		Total for estimate 0028:	-23,622.89
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Adjustment	-9,968.72	73067
		2A Gravel
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-9,296.84	31754
		Drag Sand
		S.P. Adjustment	-1,907.97	31921
		Drag Sand
		Total for estimate 0029:	-21,173.53
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-2,842.30	19945
		47 B Coarse Aggregate
0057	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Closure	-15,387.41	73067
		2A Gravel
		S.P. Closure	-12,178.17	94883
		2A Gravel
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-7,558.32	31921
		Drag Sand
		S.P. Closure	-23,549.82	31985
		Drag Sand
		S.P. Closure	-2,684.64	1047606
		Drag Sand
		S.P. Closure	-8,688.56	32198
		Drag Sand
		S.P. Closure	-2,653.47	10279
		Drag Sand
		S.P. Closure	-2,591.00	10279
		Drag Sand
		S.P. Closure	-894.10	10279
		Drag Sand
		S.P. Closure	-844.30	1049453
		Drag Sand
		Total for estimate 0030:	-79,872.09
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	1.66	000000
		Dowel Bar Basket
0058	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Closure	-2,996.84	31921
		Drag Sand
		Total for estimate 0031:	-2,995.18
		Total remaining for contract:	-0.00

			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	35.000	4,375.00
COVER CROP SEEDING	ha	35.000	4,375.00
		22.449	2,806.13
		0.000	0.00
0002                          L020.00	1.55	2,575.000	3,991.25
EROSION CONTROL	m2	2,575.000	3,991.25
		0.000	0.00
		0.000	0.00
0003                          L020.01	5.50	9,984.000	54,912.00
EROSION CONTROL, TYPE A	m2	11,744.000	64,592.00
		15,873.300	87,303.16
		0.000	0.00
0004                          L020.09	14.00	569.000	7,966.00
EROSION CONTROL, TYPE AAA	m2	569.000	7,966.00
		478.500	6,699.00
		0.000	0.00
0005                          L020.10	1.55	9,600.000	14,880.00
EROSION CONTROL, TYPE HV	m2	9,600.000	14,880.00
		3,328.000	5,158.40
		0.000	0.00
0006                          L021.00	14.00	378.000	5,292.00
EROSION CHECKS	BALE	378.000	5,292.00
		61.000	854.00
		0.000	0.00
0007                          L021.01	17.00	654.000	11,118.00
EROSION CHECKS, TYPE A	BALE	654.000	11,118.00
		888.000	15,096.00
		0.000	0.00
0008                          L021.06	17.00	144.000	2,448.00
EROSION CHECKS, TYPE HV	BALE	144.000	2,448.00
		162.000	2,754.00
		0.000	0.00
0009                          L021.10	17.00	78.000	1,326.00
EROSION CHECKS, TYPE ST	BALE	78.000	1,326.00
		0.000	0.00
		0.000	0.00
0010                          L021.15	18.00	114.000	2,052.00
EROSION CHECKS, TYPE ST-HV	BALE	114.000	2,052.00
		0.000	0.00
		0.000	0.00
0011                          L022.11	2.30	2,094.000	4,816.20
FABRIC SILT FENCE-LOW POROSITY	m	2,094.000	4,816.20
		2,154.600	4,955.58
		0.000	0.00
0012                          L022.12	3.00	394.000	1,182.00
FABRIC SILT FENCE-HIGH POROSITY	m	394.000	1,182.00
		0.000	0.00
		0.000	0.00
0013                          0030.10	30,400.00	1.000	30,400.00
MOBILIZATION	LS	1.000	30,400.00
		1.000	30,400.00
		0.000	0.00
0014                          1009.00	9,500.00	1.000	9,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	9,500.00
		1.000	9,500.00
		0.000	0.00
0015                          1010.00	2.72	221,507.000	602,499.04
EXCAVATION	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0016                          1010.10	0.01	226,460.000	2,264.60
EXCAVATION, BORROW	m3	226,460.000	2,264.60
		107,931.000	1,079.31
		0.000	0.00
0017                          1011.00	1.75	7,110.000	12,442.50
WATER	kL	7,110.000	12,442.50
		2,074.800	3,630.90
		0.000	0.00
0018                          1012.00	57.00	110.000	6,270.00
RIGHT-OF-WAY MARKERS	EACH	110.000	6,270.00
		90.000	5,130.00
		0.000	0.00
0019                          1043.50	1.70	417.000	708.90
RIPRAP FILTER FABRIC	m2	417.000	708.90
		638.920	1,086.16
		0.000	0.00
0020                          1101.00	3.25	26,012.000	84,539.00
REMOVE PAVEMENT	m2	27,244.350	88,544.14
		18,324.560	59,554.82
		0.000	0.00
0021                          1102.00	2.15	23,094.000	49,652.10
REMOVE ASPHALT SURFACE	m2	23,712.000	50,980.80
		26,880.048	57,792.10
		0.000	0.00
0022                          1125.00	1,500.00	1.000	1,500.00
CLEAR TRACT	EACH	1.000	1,500.00
AT STA. 276+95 TO STA. 277+25 LT.		1.000	1,500.00
		0.000	0.00
0023                          1701.24	40.00	298.000	11,920.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	262.000	10,480.00
		275.200	11,008.00
		0.000	0.00
0024                          1701.36	70.00	13.000	910.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0025                          1703.42	95.00	52.000	4,940.00
1050 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	52.000	4,940.00
		52.000	4,940.00
		0.000	0.00
0026                          6105.01	26.50	142.000	3,763.00
ROCK RIPRAP, TYPE A	Mg	142.000	3,763.00
		134.600	3,566.90
		0.000	0.00
0027                          6105.02	25.50	331.000	8,440.50
ROCK RIPRAP, TYPE B	Mg	331.000	8,440.50
		293.350	7,480.43
		0.000	0.00
0028                          7017.00	5.25	402.400	2,112.60
REMOVE GUARDRAIL	m	402.400	2,112.60
		563.330	2,957.49
		0.000	0.00
020                           1101.00	3.25	0.000	0.00
REMOVE PAVEMENT	m2	0.000	0.00
Plkan Revion #2		0.000	0.00
		0.000	0.00
021                           1102.00	2.15	0.000	0.00
REMOVE ASPHALT SURFACE	m2	0.000	0.00
Plan Revision--2/28/01		0.000	0.00
		0.000	0.00
0218                          1010.01	2.72	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	221,507.000	602,499.04
Excavation to Excavation(Establised Quantity)		221,507.000	602,499.04
		0.000	0.00
0223                          9110.10	122.31	0.000	0.00
RENTAL OF EXCAVATOR, FULLY OPERATED	HOUR	19.500	2,385.05
		19.500	2,385.06
		0.000	0.00
0224                          9110.01	88.20	0.000	0.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	7.500	661.50
		7.500	661.50
		0.000	0.00
0229                          1010.50	8.16	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0230                          1010.50	4.47	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	m3	2,486.000	11,112.42
Metric Spec 205.05, Para. 103 times the actual excavation unit price		1,962.000	8,770.14
		0.000	0.00
0231                          1010.50	5.44	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	m3	4,000.000	21,760.00
Metric Spec 1010.5 Para. 10a2 times excavation unit price(2.72)---Sta. 326 to 336		4,115.000	22,385.60
		0.000	0.00
0239                          0095.00	181.91	0.000	0.00
ADDITIONAL FREIGHT COSTS	LS	1.000	181.91
		1.000	181.91
		0.000	0.00
0244                          9112.51	85.00	0.000	0.00
TWO PARTY SURVEY CREW	HOUR	8.000	680.00
Additional Survey Work		15.500	1,317.50
		0.000	0.00
0247                          4765.03	12.59	0.000	0.00
100 mm PERFORATED CORRUGATED POLYETHYLENE PIPE UNDERDRAIN	m	11,918.800	150,057.69
Revised----No Filter Fabric		11,794.000	148,486.46
		0.000	0.00
0255                          9110.12	189.00	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	23.000	4,347.00
		23.000	4,347.00
		0.000	0.00
0256                          0030.00		1.000
MOBILIZATION	LS	2.000	0.00
remobilization for additional work		1.000	850.50
		0.000	0.00
4003                          1010.00	2.72	0.000	0.00
EXCAVATION	m3	4,814.000	13,094.08
Additional		4,814.000	13,094.08
		0.000	0.00
4004                          0030.30		1.000
MOBILIZATION	LS	2.000	0.00
Remobilization for additional work		1.000	585.38
		0.000	0.00
4007                          1101.40	4,499.25	0.000	0.00
REMOVE PAVEMENT	LS	1.000	4,499.25
Bridge Approach Removal		1.000	4,499.25
		0.000	0.00
4015                          1701.24	28.127	0.000	0.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	36.000	1,012.57
Delivered Not Placed		36.000	1,012.57
		0.000	0.00
4016                          1701.36	60.176	0.000	0.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	18.000	1,083.17
Delivered Not Placed		18.000	1,083.17
		0.000	0.00
4021                          9110.11	110.25	0.000	0.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	18.500	2,039.63
		18.500	2,039.63
		0.000	0.00
4022                          0030.02	420.00	0.000	0.00
REMOBILIZATION	LS	1.000	420.00
		1.000	420.00
		0.000	0.00
4032                          L022.00	4.03	0.000	0.00
FABRIC SILT CHECKS	m	695.000	2,800.85
		387.200	1,560.42
		0.000	0.00
4033                          L020.00	1.68	0.000	0.00
EROSION CONTROL	m2	10,950.000	18,396.00
S-75		7,669.000	12,883.92
		0.000	0.00
GROUP 1 GRADING		Contracted	946,220.69
		Current	1,194,851.52
		In place	1,154,315.51
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0029                          0030.30	174,000.00	1.000	174,000.00
MOBILIZATION	LS	1.000	174,000.00
		1.000	174,000.00
		0.000	0.00
0030                          1020.01	7.00	318.000	2,226.00
DELINEATOR, TYPE I	EACH	318.000	2,226.00
		367.000	2,569.00
		0.000	0.00
0031                          2001.00	14.95	240.000	3,588.00
GRAVEL SURFACE COURSE	m3	219.000	3,274.05
		55.545	830.40
		0.000	0.00
0032                          2009.10	495.00	4.700	2,326.50
GRAVEL EMBEDMENT	StaM	4.700	2,326.50
		0.000	0.00
		0.000	0.00
0033                          2020.00	7.50	33.000	247.50
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	33.000	247.50
		0.000	0.00
		0.000	0.00
0034                          2021.00	50.00	7.000	350.00
MAILBOX POST	EACH	7.000	350.00
		4.000	200.00
		0.000	0.00
0035                          3017.40	30.00	63.000	1,890.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	63.000	1,890.00
		81.080	2,432.40
		0.000	0.00
0036                          3040.11	144.00	11.900	1,713.60
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	11.900	1,713.60
		0.000	0.00
		0.000	0.00
0037                          3040.12	107.00	190.700	20,404.90
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	190.700	20,404.90
		66.248	7,088.54
		0.000	0.00
0038                          3040.13	92.00	309.300	28,455.60
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	309.300	28,455.60
		1,401.119	128,902.94
		22.404	2,061.17
0039                          3040.18	127.00	66.000	8,382.00
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH	m2	66.000	8,382.00
		14.932	1,896.36
		0.000	0.00
0040                          3041.25	535.00	41.000	21,935.00
BITUMINOUS PATCHING	Mg	41.000	21,935.00
		15.130	8,094.55
		0.000	0.00
0041                          3075.41	30.57	4,174.000	127,599.18
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	4,174.000	127,599.18
		2,629.301	80,377.72
		0.000	0.00
0042                          3075.51	34.95	1,876.000	65,566.20
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,876.000	65,566.20
		5,017.648	175,366.80
		0.000	0.00
0043                          3075.55	26.28	94,621.000	2,486,639.88
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	95,564.000	2,511,421.92
		95,650.490	2,513,694.87
		0.000	0.00
0044                          3089.25	38.14	1,275.000	48,628.50
TEMPORARY SURFACING	m2	1,275.000	48,628.50
		1,573.170	60,000.70
		0.000	0.00
0045                          3221.05	92.00	1,567.200	144,182.40
CONCRETE PAVEMENT, CLASS PR-25	m2	1,567.200	144,182.40
JOINT REPAIR		1,697.901	156,206.89
		0.000	0.00
0046                          3300.50	3,000.00	1.000	3,000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0047                          4763.26	250.00	13.000	3,250.00
UNDERDRAIN HEADWALL	EACH	13.000	3,250.00
		0.000	0.00
		0.000	0.00
0048                          4765.03	8.90	13,217.800	117,638.42
100 mm PERFORATED CORRUGATED POLYETHYLENE PIPE UNDERDRAIN	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0049                          4765.04	8.90	95.100	846.39
100 mm NONPERFORATED CORRUGATED POLYETHYLENE PIPE UNDERDRAIN	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0050                          7550.03	1.29	17,900.000	23,091.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	17,900.000	23,091.00
		18,716.740	24,144.59
		0.000	0.00
0051                          7550.04	1.29	22,500.000	29,025.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	22,500.000	29,025.00
		23,443.380	30,241.96
		0.000	0.00
0052                          7550.12	3.86	300.000	1,158.00
300 mm WHITE EPOXY PAVEMENT MARKING	m	300.000	1,158.00
		45.000	173.70
		0.000	0.00
0053                          8029.04	4.64	109,701.000	509,012.64
AGGREGATE FOUNDATION COURSE 100 mm	m2	98,051.850	454,960.58
		89,787.150	416,612.37
		0.000	0.00
0054                          8111.00	220.00	313.155	68,894.10
SHOULDER SUBGRADE PREPARATION	StaM	263.885	58,054.70
		276.816	60,899.52
		0.000	0.00
0055                          9000.75	18.57	100.000	1,857.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	1,857.00
SPS		322.672	5,992.01
		0.000	0.00
0056                          9005.00	28.57	100.000	2,857.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,857.00
SPS		294.635	8,417.72
		0.000	0.00
0057                          9005.23	18.57	22,920.000	425,624.40
ASPHALTIC CONCRETE, TYPE SPS	Mg	28,980.000	538,158.60
		28,797.549	534,770.50
		0.000	0.00
0058                          9005.45	26.20	25,420.000	666,004.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	27,092.000	709,810.40
		21,909.678	574,033.56
		0.000	0.00
0059                          9009.00	3.90	4,660.000	18,174.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	4,660.000	18,174.00
		4,596.493	17,926.32
		0.000	0.00
0060                          9020.92	174.00	5.300	922.20
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	5.300	922.20
		9.087	1,581.13
		0.000	0.00
0061                          9021.03	174.00	1,220.060	212,290.44
PERFORMANCE GRADED BINDER (58-28)	Mg	1,547.300	269,230.20
		944.497	164,342.49
		0.000	0.00
0062                          9021.08	217.00	1,321.840	286,839.28
PERFORMANCE GRADED BINDER (64-28)	Mg	1,412.840	306,586.28
		879.163	190,778.39
		0.000	0.00
0063                          9030.00	13.00	148.000	1,924.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0064                          9034.00	2.50	5,744.000	14,360.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	5,744.000	14,360.00
		4,047.579	10,118.95
		0.000	0.00
0065                          9053.00	0.25	88,940.000	22,235.00
TACK COAT	L	89,100.000	22,275.00
		115,958.000	28,989.50
		0.000	0.00
0066                          9111.00	2.00	3,592.000	7,184.00
WATER	kL	3,592.000	7,184.00
		2,537.150	5,074.30
		0.000	0.00
0067                          9140.00	100.00	257.390	25,739.00
JOINT SEALING - ASPHALT TO CONCRETE	StaM	306.390	30,639.00
		268.564	26,856.40
		0.000	0.00
0068                          9170.00	350.00	24.429	8,550.15
EARTH SHOULDER CONSTRUCTION	StaM	73.699	25,794.65
		72.526	25,384.10
		0.000	0.00
0069                          9173.20	0.67	120,697.000	80,866.99
SUBGRADE PREPARATION	m2	121,626.000	81,489.42
		113,775.300	76,229.43
		0.000	0.00
0070                          9185.75	38.00	374.000	14,212.00
RUMBLE STRIPS	StaM	374.000	14,212.00
		341.340	12,970.92
		0.000	0.00
0071                          9188.50	25.00	532.000	13,300.00
SURFACING UNDER GUARDRAIL	m2	532.000	13,300.00
		460.386	11,509.65
		0.000	0.00
0072                          9300.01	25.00	4.000	100.00
ASPHALT CONCRETE THICKNESS CORE	EACH	4.000	100.00
		0.000	0.00
		0.000	0.00
0073                          9300.50	3,000.00	1.000	3,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0225                          2018.00	18.19	0.000	0.00
CRUSHED CONCRETE FOR TEMPORARY SURFACING	Mg	1,507.390	27,419.42
		1,507.390	27,419.42
		0.000	0.00
0232                          3014.00	64.58	0.000	0.00
COMBINATION CONCRETE CURB AND GUTTER	m	187.200	12,089.38
Curb and Gutter(concrete)		187.200	12,089.38
		0.000	0.00
0242                          1500.18	151.581	0.000	0.00
INSTALLING 450 mm CORRUGATED METAL PIPE	m	42.683	6,469.93
		42.683	6,469.93
		0.000	0.00
0243                          9000.01	58.696	0.000	0.00
ASPHALTIC CONCRETE	Mg	33.110	1,943.42
Additional		33.110	1,943.42
		0.000	0.00
0248                          4765.04	12.59	0.000	0.00
100 mm NONPERFORATED CORRUGATED POLYETHYLENE PIPE UNDERDRAIN	m	95.100	1,197.31
Revised---No Filter Fabric		473.800	5,965.14
		0.000	0.00
0249                          4765.04	14.09	0.000	0.00
100 mm NONPERFORATED CORRUGATED POLYETHYLENE PIPE UNDERDRAIN	m	1,299.000	18,302.91
Revised----With Filter Fabric		1,294.000	18,232.46
		0.000	0.00
0254                          3300.60	1.135	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	0.000	0.00
Pay Factor 104.32%		0.000	0.00
		0.000	0.00
043                           3075.55	26.28	0.000	0.00
255mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
053                           8029.04	4.64	0.000	0.00
FOUNDATION COURSE (REGULAR) 100 mm	m2	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
054                           8111.00	220.00	0.000	0.00
SHOULDER SUBGRADE PREPARATION	StaM	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
057                           9005.23	18.57	0.000	0.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
058                           9005.45	26.20	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
061                           9021.03	174.00	0.000	0.00
PERFORMANCE GRADED BINDER (58-28)	Mg	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
062                           9021.08	217.00	0.000	0.00
PERFORMANCE GRADED BINDER (64-28)	Mg	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
067                           9140.00	100.00	0.000	0.00
JOINT SEALING	StaM	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
068                           9170.00	350.00	0.000	0.00
EARTH SHOULDER CONSTRUCTION	StaM	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
069                           9173.20	0.67	0.000	0.00
SUBGRADE PREPARATION	m2	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
4005                          0030.00		1.000
MOBILIZATION	LS	2.000	0.00
Remobilization for additional work		1.000	440.00
		0.000	0.00
4006                          3008.05	8.00	0.000	0.00
TIE BAR	EACH	96.000	768.00
		96.000	768.00
		0.000	0.00
4012                          2010.03	29.40	0.000	0.00
CRUSHED ROCK SURFACE COURSE	Mg	57.020	1,676.39
		57.020	1,676.39
		0.000	0.00
4017                          8029.76	3.16	0.000	0.00
FOUNDATION COURSE (BITUMINOUS)	m2	12,592.150	39,791.19
		12,592.150	39,791.19
		0.000	0.00
4018                          9170.00	150.00	0.000	0.00
EARTH SHOULDER CONSTRUCTION	StaM	51.890	7,783.50
Inside Shoulder		51.890	7,783.50
		0.000	0.00
4019                          1010.10	2.62	0.000	0.00
EXCAVATION, BORROW	m3	3,000.000	7,860.00
Additional Earth Shoulder		4,467.000	11,703.54
		0.000	0.00
4020                          3999.80	1,084.56	0.000	0.00
PREPARATION OF SURFACE	LS	1.000	1,084.56
		1.000	1,084.56
		0.000	0.00
4027                          4043.00	10.98	0.000	0.00
REMOVE CULVERT PIPE	m	42.683	468.66
		42.683	468.66
		0.000	0.00
4028                          3300.60	1.03	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	89,330.400	92,010.31
103.92% Factor		89,330.400	92,010.31
		0.000	0.00
4029                          9300.60	0.97	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	4,227.915	4,101.08
1.0369%---Factor		4,298.380	4,169.43
		0.000	0.00
4030                          9300.64	8.01	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALT CEMENT	Mg	186.028	1,490.08
1.0369 Factor		189.129	1,514.92
		0.000	0.00
4031                          9300.56	0.993	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	21,909.678	21,756.31
Incentive--SP-4--Air Voids		21,909.678	21,756.31
		0.000	0.00
4034                          1102.00	7.00	0.000	0.00
REMOVE ASPHALT SURFACE	m2	70.200	491.40
		74.500	521.50
		0.000	0.00
4035                          9173.20	4.00	0.000	0.00
SUBGRADE PREPARATION	m2	192.400	769.60
		187.300	749.20
		0.000	0.00
4036                          9005.30	39.74	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	114.000	4,530.36
		121.286	4,819.91
		0.000	0.00
4038                          9021.10	190.00	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	Mg	6.100	1,159.00
		6.634	1,260.46
		0.000	0.00
4039                          0002.97	30.00	0.000	0.00
FURNISHING AND OPERATING FLASHING ARROW PANEL	DAY	3.000	90.00
		3.000	90.00
		0.000	0.00
4040                          0030.00		1.000
MOBILIZATION	LS	2.000	0.00
Re-Mobilization		1.000	1,575.00
		0.000	0.00
4041                          6960.01	182.75	0.000	0.00
ADDITIONAL	LS	1.000	182.75
Asphalt Cores		1.000	182.75
		1.000	182.75
GROUP 3 CONCRETE PAVEMENT		Contracted	5,700,090.27
		Current	6,050,542.95
		In place	5,809,194.06
		This Estimate	2,243.92
GROUP 4 CULVERTS
0074                          P120.24	112.44	40.000	4,497.60
600 mm CULVERT PIPE, TYPE 2	m	40.000	4,497.60
		40.000	4,497.60
		0.000	0.00
0075                          P120.36	169.52	187.000	31,700.24
900 mm CULVERT PIPE, TYPE 2	m	76.000	12,883.52
		73.900	12,527.53
		0.000	0.00
0076                          P120.48	252.17	16.500	4,160.80
1200 mm CULVERT PIPE, TYPE 2	m	16.500	4,160.80
		22.400	5,648.61
		0.000	0.00
0077                          P120.54	400.00	26.000	10,400.00
1350 mm CULVERT PIPE, TYPE 2	m	26.000	10,400.00
		26.820	10,728.00
		0.000	0.00
0078                          P120.66	565.00	80.000	45,200.00
1650 mm CULVERT PIPE, TYPE 2	m	28.000	15,820.00
		27.500	15,537.50
		0.000	0.00
0079                          P200.48	252.17	62.500	15,760.63
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	62.500	15,760.63
		62.200	15,684.97
		0.000	0.00
0080                          P400.18	82.83	671.000	55,578.93
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	718.000	59,471.94
		721.050	59,724.57
		0.000	0.00
0081                          P400.24	101.77	48.500	4,935.85
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	48.500	4,935.85
		39.080	3,977.17
		0.000	0.00
0082                          P400.30	139.08	20.000	2,781.60
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	20.000	2,781.60
		20.130	2,799.68
		0.000	0.00
0083                          P400.36	180.24	16.600	2,991.98
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	16.600	2,991.98
		0.000	0.00
		0.000	0.00
0084                          P402.15	65.28	47.000	3,068.16
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	47.000	3,068.16
		52.200	3,407.62
		0.000	0.00
0085                          0030.40	8,000.00	1.000	8,000.00
MOBILIZATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0086                          1043.50	2.00	373.000	746.00
RIPRAP FILTER FABRIC	m2	373.000	746.00
		63.050	126.10
		0.000	0.00
0087                          4004.50	3.00	190.000	570.00
CAST IRON GRATE AND FRAME	kg	190.000	570.00
		190.000	570.00
		0.000	0.00
0088                          4016.00	4,150.00	1.000	4,150.00
MANHOLE	EACH	1.000	4,150.00
AT STA. 271+20		1.000	4,150.00
		0.000	0.00
0089                          4035.00	75.00	18.000	1,350.00
REMOVE FLARED-END SECTION	EACH	18.000	1,350.00
		10.000	750.00
		0.000	0.00
0090                          4040.00	50.00	3.000	150.00
REMOVE HEADWALLS FROM CULVERTS	EACH	3.000	150.00
		3.000	150.00
		0.000	0.00
0091                          4045.00	2,500.00	1.000	2,500.00
REMOVE STRUCTURE	EACH	1.000	2,500.00
AT STA. A302+07.2		1.000	2,500.00
		0.000	0.00
0092                          4050.01	6.50	2,285.000	14,852.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	2,343.000	15,229.50
		2,358.000	15,327.00
		0.000	0.00
0093                          4051.01	9.50	852.000	8,094.00
EXCAVATION FOR BOX CULVERTS	m3	852.000	8,094.00
		852.000	8,094.00
		0.000	0.00
0094                          4101.06	324.00	126.740	41,063.76
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	126.740	41,063.76
		126.740	41,063.76
		0.000	0.00
0095                          4105.59	655.00	17.700	11,593.50
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	18.860	12,353.30
		19.800	12,969.00
		0.000	0.00
0096                          4107.07	655.00	3.050	1,997.75
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	3.050	1,997.75
		2.280	1,493.40
		0.000	0.00
0097                          4130.06	784.00	1.300	1,019.20
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	1.300	1,019.20
		1.460	1,144.64
		0.000	0.00
0098                          4151.00	1.10	9,903.000	10,893.30
REINFORCING STEEL FOR BOX CULVERT	kg	9,903.000	10,893.30
		9,903.000	10,893.31
		0.000	0.00
0099                          4155.50	2.00	823.000	1,646.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	895.000	1,790.00
		891.000	1,782.00
		0.000	0.00
0100                          4157.00	2.00	86.000	172.00
REINFORCING STEEL FOR COLLARS	kg	86.000	172.00
		55.000	110.00
		0.000	0.00
0101                          4310.15	155.00	6.000	930.00
375 mm FLARED-END SECTION	EACH	6.000	930.00
		6.000	930.00
		0.000	0.00
0102                          4310.18	288.00	28.000	8,064.00
450 mm FLARED-END SECTION	EACH	33.000	9,504.00
		33.000	9,504.00
		0.000	0.00
0103                          4310.24	350.00	8.000	2,800.00
600 mm FLARED-END SECTION	EACH	6.000	2,100.00
		4.000	1,400.00
		0.000	0.00
0104                          4310.30	400.00	2.000	800.00
750 mm FLARED-END SECTION	EACH	2.000	800.00
		2.000	800.00
		0.000	0.00
0105                          4310.36	600.00	8.000	4,800.00
900 mm FLARED-END SECTION	EACH	8.000	4,800.00
		6.000	3,600.00
		0.000	0.00
0106                          4310.48	825.00	4.000	3,300.00
1200 mm FLARED-END SECTION	EACH	2.000	1,650.00
		2.000	1,650.00
		0.000	0.00
0107                          4310.54	1,100.00	1.000	1,100.00
1350 mm FLARED-END SECTION	EACH	1.000	1,100.00
		1.000	1,100.00
		0.000	0.00
0108                          4310.66	1,650.00	2.000	3,300.00
1650 mm FLARED-END SECTION	EACH	2.000	3,300.00
		2.000	3,300.00
		0.000	0.00
0109                          4670.05	95.00	114.000	10,830.00
CULVERT SANDFILL	m3	114.000	10,830.00
		114.000	10,830.00
		0.000	0.00
0110                          4850.36	554.00	111.000	61,494.00
JACKING 900 mm CULVERT PIPE, TYPE	m	111.000	61,494.00
2		114.440	63,399.76
		0.000	0.00
0111                          4850.66	1,350.00	52.000	70,200.00
JACKING 1650 mm CULVERT PIPE, TYPE	m	52.000	70,200.00
2		51.700	69,795.00
		0.000	0.00
0112                          6105.02	30.00	471.000	14,130.00
ROCK RIPRAP, TYPE B	Mg	471.000	14,130.00
		81.030	2,430.90
		0.000	0.00
0221                          4451.36	201.26	0.000	0.00
900 mm REINFORCED CONCRETE PIPE CLASS IV	m	111.000	22,339.86
		114.400	23,024.14
		0.000	0.00
0222                          4451.66	665.05	0.000	0.00
1650 mm REINFORCED CONCRETE PIPE CLASS IV	m	52.000	34,582.60
		51.700	34,383.09
		0.000	0.00
0227                          4030.08	367.50	0.000	0.00
REMOVE AND RELAYING	EACH	3.000	1,102.50
1200mm Flared End Section		3.000	1,102.50
		0.000	0.00
0228                          4030.08	210.00	0.000	0.00
REMOVE AND RELAYING	EACH	4.000	840.00
600 mm Flared End Section		4.000	840.00
		0.000	0.00
0240                          4100.05	745.50	0.000	0.00
CLASS 47B OR AX CONCRETE FOR HEADWALL	m3	1.410	1,051.16
		1.410	1,051.16
		0.000	0.00
0241                          4150.00	2.36	0.000	0.00
REINFORCING STEEL FOR HEADWALL	kg	20.000	47.20
		63.000	148.68
		0.000	0.00
080                           P400.18	82.83	0.000	0.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
092                           4050.01	6.50	0.000	0.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERT, AND HEADWALL	m3	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
095                           4105.59	655.00	0.000	0.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
099                           4155.50	2.00	0.000	0.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
102                           4310.18	288.00	0.000	0.00
450 mm FLARED END SECTION	EACH	0.000	0.00
Plan Revision #2		0.000	0.00
		0.000	0.00
4008                          4039.20	63.00	0.000	0.00
REMOVE AND RELAY CULVERT PIPE	m	17.000	1,071.00
600 mm Culvert Pipe		17.250	1,086.75
		0.000	0.00
4009                          4039.20	50.40	0.000	0.00
REMOVE AND RELAY CULVERT PIPE	m	12.000	604.80
375 mm Culvert Pipe		12.000	604.80
		0.000	0.00
4010                          4030.08	105.00	0.000	0.00
REMOVE AND RELAYING	EACH	1.000	105.00
Flared Ends----375mm		1.000	105.00
		0.000	0.00
4011                          4030.08	157.50	0.000	0.00
REMOVE AND RELAYING	EACH	1.000	157.50
Flared Ends---450mm		0.000	0.00
		0.000	0.00
4014                          4730.04	63.71	0.000	0.00
100 mm SEWER PIPE	m	31.000	1,975.01
Remove and Replace		31.000	1,975.01
		0.000	0.00
GROUP 4 CULVERTS		Contracted	471,621.80
		Current	491,565.51
		In place	476,717.25
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 252+40.48
0113                          0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0114                          1043.50	2.50	191.000	477.50
RIPRAP FILTER FABRIC	m2	191.000	477.50
		186.880	467.20
		0.000	0.00
0115                          4051.01	12.00	1,200.000	14,400.00
EXCAVATION FOR BOX CULVERTS	m3	1,200.000	14,400.00
		1,330.000	15,960.00
		0.000	0.00
0116                          4101.06	294.00	436.920	128,454.48
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	469.930	138,159.42
		469.930	138,159.42
		0.000	0.00
0117                          4151.00	1.10	29,789.000	32,767.90
REINFORCING STEEL FOR BOX CULVERT	kg	33,544.000	36,898.40
		33,544.000	36,898.40
		0.000	0.00
0118                          6105.02	30.00	214.000	6,420.00
ROCK RIPRAP, TYPE B	Mg	214.000	6,420.00
		215.140	6,454.20
		0.000	0.00
116                           4101.06	294.00	0.000	0.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	0.000	0.00
Revised Plan #1---dated 02/14/00		0.000	0.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 252+40.48		Contracted	185,519.88
		Current	199,355.32
		In place	200,939.22
		This Estimate	0.00
GROUP 4B CULVERT AT STA. A304+41.32
0119                          P400.18	200.00	1.800	360.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	1.800	360.00
		1.800	360.00
		0.000	0.00
0120                          0030.40	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0121                          4045.01	5,000.00	1.000	5,000.00
REMOVE STRUCTURE	EACH	1.000	5,000.00
AT STA. A304+41.32		1.000	5,000.00
		0.000	0.00
0122                          4051.01	9.00	1,430.000	12,870.00
EXCAVATION FOR BOX CULVERTS	m3	1,430.000	12,870.00
		1,430.000	12,870.00
		0.000	0.00
0123                          4101.06	294.00	385.770	113,416.38
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	385.770	113,416.38
		385.770	113,416.38
		0.000	0.00
0124                          4151.00	1.10	25,439.000	27,982.90
REINFORCING STEEL FOR BOX CULVERT	kg	25,439.000	27,982.90
		25,439.000	27,982.90
		0.000	0.00
GROUP 4B CULVERT AT STA. A304+41.32		Contracted	161,629.28
		Current	161,629.28
		In place	161,629.28
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 257+19.39 LT.
0125                          0030.60	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0126                          1043.50	5.00	40.000	200.00
RIPRAP FILTER FABRIC	m2	965.912	4,829.56
		965.912	4,829.56
		0.000	0.00
0127                          3050.15	252.00	125.400	31,600.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	125.400	31,600.80
		125.400	31,600.80
		0.000	0.00
0128                          3051.10	1.35	8,195.000	11,063.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,195.000	11,063.25
		8,195.000	11,063.25
		0.000	0.00
0129                          6000.10	7,500.00	1.000	7,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0130                          6000.11	7,500.00	1.000	7,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0131                          6005.60	350.00	8.000	2,800.00
ELASTOMERIC BEARING	EACH	8.000	2,800.00
		8.000	2,800.00
		0.000	0.00
0132                          6010.22	400.00	65.000	26,000.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	65.000	26,000.00
		65.000	26,000.00
		0.000	0.00
0133                          6010.26	420.00	99.700	41,874.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	99.700	41,874.00
		99.700	41,874.00
		0.000	0.00
0134                          6011.11	65,000.00	1.000	65,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	65,000.00
AT STA. 257+19.39 LT.		1.000	65,000.00
		0.000	0.00
0135                          6105.02	34.00	700.000	23,800.00
ROCK RIPRAP, TYPE B	Mg	700.000	23,800.00
		1,044.390	35,509.26
		0.000	0.00
0136                          6131.50	1.35	12,730.000	17,185.50
EPOXY COATED REINFORCING STEEL	kg	12,730.000	17,185.50
		12,730.000	17,185.50
		0.000	0.00
0137                          6139.50	33.00	47.200	1,557.60
SUBSURFACE DRAINAGE MATTING	m2	47.200	1,557.60
		47.200	1,557.60
		0.000	0.00
0138                          6200.00	82.00	405.000	33,210.00
CONCRETE PILING	m	405.000	33,210.00
		405.360	33,239.52
		0.000	0.00
0139                          6310.00	120.00	348.700	41,844.00
STEEL SHEET PILING	m2	348.700	41,844.00
		337.200	40,464.00
		0.000	0.00
0140                          8091.00	32.00	161.000	5,152.00
GRANULAR BACKFILL	m3	161.000	5,152.00
		161.000	5,152.00
		0.000	0.00
0226                          9110.06	78.75	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	16.000	1,260.00
		16.000	1,260.00
		0.000	0.00
0233                          6610.60	455.25	0.000	0.00
METAL BOND BREAKER	EACH	2.000	910.50
Metal Bond Breaker		2.000	910.50
		0.000	0.00
0234                          6005.35	139.40	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	24.800	3,457.12
Polytite Joint		24.800	3,457.12
		0.000	0.00
0250                          6960.02	1,417.75	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,417.75
72 Hour Continuous - Watering Cure		1.000	1,417.75
		0.000	0.00
4000                          6960.02	417.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	417.00
Sealing Bridge Deck Cracks		1.000	417.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 257+19.39 LT.		Contracted	341,287.15
		Current	353,379.08
		In place	363,737.86
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 257+19.39 RT.
0141                          0030.60	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0142                          1043.50	5.00	40.000	200.00
RIPRAP FILTER FABRIC	m2	40.000	200.00
		311.100	1,555.50
		0.000	0.00
0143                          3050.15	252.00	125.400	31,600.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	125.400	31,600.80
		125.400	31,600.80
		0.000	0.00
0144                          3051.10	1.35	8,195.000	11,063.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,195.000	11,063.25
		8,195.000	11,063.25
		0.000	0.00
0145                          6000.10	7,500.00	1.000	7,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0146                          6000.11	7,500.00	1.000	7,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0147                          6005.60	350.00	8.000	2,800.00
ELASTOMERIC BEARING	EACH	8.000	2,800.00
		8.000	2,800.00
		0.000	0.00
0148                          6010.22	400.00	65.000	26,000.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	65.000	26,000.00
		65.100	26,040.00
		0.000	0.00
0149                          6010.26	420.00	99.700	41,874.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	99.700	41,874.00
		99.700	41,874.00
		0.000	0.00
0150                          6011.11	65,000.00	1.000	65,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	65,000.00
AT STA. 257+19.39 RT.		1.000	65,000.00
		0.000	0.00
0151                          6105.02	34.00	700.000	23,800.00
ROCK RIPRAP, TYPE B	Mg	700.000	23,800.00
		882.581	30,007.75
		0.000	0.00
0152                          6131.50	1.35	12,730.000	17,185.50
EPOXY COATED REINFORCING STEEL	kg	12,730.000	17,185.50
		12,730.000	17,185.50
		0.000	0.00
0153                          6139.50	33.00	47.200	1,557.60
SUBSURFACE DRAINAGE MATTING	m2	47.200	1,557.60
		47.200	1,557.60
		0.000	0.00
0154                          6200.00	82.00	405.000	33,210.00
CONCRETE PILING	m	405.000	33,210.00
		405.360	33,239.52
		0.000	0.00
0155                          6310.00	120.00	348.700	41,844.00
STEEL SHEET PILING	m2	348.700	41,844.00
		337.200	40,464.00
		0.000	0.00
0156                          8091.00	32.00	161.000	5,152.00
GRANULAR BACKFILL	m3	161.000	5,152.00
		161.000	5,152.00
		0.000	0.00
0235                          6005.35	139.40	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	24.800	3,457.12
		24.800	3,457.12
		0.000	0.00
0237                          6610.60	455.25	0.000	0.00
METAL BOND BREAKER	EACH	2.000	910.50
		2.000	910.50
		0.000	0.00
0252                          6960.02	1,417.75	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,417.75
72 - Hour Continuour - Watering Cure		1.000	1,417.75
		0.000	0.00
4001                          6960.02	417.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	417.00
Sealing Bridge Deck Cracks		1.000	417.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 257+19.39 RT.		Contracted	341,287.15
		Current	347,489.52
		In place	353,742.29
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 275+32.665 LT.
0157                          0030.60	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0158                          1043.50	5.00	65.000	325.00
RIPRAP FILTER FABRIC	m2	911.220	4,556.10
		911.220	4,556.10
		0.000	0.00
0159                          3050.15	252.00	127.000	32,004.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	127.000	32,004.00
		127.000	32,004.00
		0.000	0.00
0160                          3051.10	1.35	8,195.000	11,063.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,195.000	11,063.25
		8,195.000	11,063.25
		0.000	0.00
0161                          6000.10	7,500.00	1.000	7,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0162                          6000.11	7,500.00	1.000	7,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0163                          6005.60	350.00	8.000	2,800.00
ELASTOMERIC BEARING	EACH	8.000	2,800.00
		8.000	2,800.00
		0.000	0.00
0164                          6010.22	400.00	64.700	25,880.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	64.700	25,880.00
		64.700	25,880.00
		0.000	0.00
0165                          6010.26	420.00	85.000	35,700.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	85.000	35,700.00
		85.000	35,700.00
		0.000	0.00
0166                          6011.11	60,000.00	1.000	60,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	60,000.00
AT STA. 275+32.665 LT.		1.000	60,000.00
		0.000	0.00
0167                          6105.02	34.00	1,030.000	35,020.00
ROCK RIPRAP, TYPE B	Mg	1,030.000	35,020.00
		855.921	29,101.31
		0.000	0.00
0168                          6131.50	1.35	11,425.000	15,423.75
EPOXY COATED REINFORCING STEEL	kg	11,425.000	15,423.75
		11,425.000	15,423.75
		0.000	0.00
0169                          6139.50	33.00	53.300	1,758.90
SUBSURFACE DRAINAGE MATTING	m2	53.300	1,758.90
		53.300	1,758.90
		0.000	0.00
0170                          6200.00	82.00	420.600	34,489.20
CONCRETE PILING	m	420.600	34,489.20
		411.954	33,780.23
		0.000	0.00
0171                          6310.00	120.00	239.700	28,764.00
STEEL SHEET PILING	m2	239.700	28,764.00
		230.520	27,662.40
		0.000	0.00
0172                          8091.00	32.00	178.000	5,696.00
GRANULAR BACKFILL	m3	178.000	5,696.00
		178.000	5,696.00
		0.000	0.00
0216                          6200.50	49.20	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	4.606	226.62
Metric Spec. 703.05, Para. 2		5.606	275.82
		0.000	0.00
0217                          6310.15	72.00	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	1.360	97.92
		1.360	97.92
		0.000	0.00
0236                          6005.35	139.40	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	24.800	3,457.12
		24.800	3,457.12
		0.000	0.00
0238                          6610.60	455.25	0.000	0.00
METAL BOND BREAKER	EACH	2.000	910.50
		2.000	910.50
		0.000	0.00
0253                          6960.02	951.95	0.000	0.00
ADDITIONAL WORK	LS	1.000	951.95
72 - Hour Continuous - Watering Cure		1.000	951.95
		0.000	0.00
4002                          6960.02	417.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	417.00
Sealing Bridge Deck Cracks		1.000	417.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 275+32.665 LT.		Contracted	328,924.10
		Current	339,216.31
		In place	331,536.25
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 275+32.67 RT.
0173                          0030.60	12,550.00	1.000	12,550.00
MOBILIZATION	LS	1.000	12,550.00
		1.000	12,550.00
		0.000	0.00
0174                          3050.15	225.00	175.600	39,510.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	175.600	39,510.00
		175.600	39,510.00
		0.000	0.00
0175                          3051.10	1.41	10,505.000	14,812.05
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,505.000	14,812.05
		10,505.000	14,812.06
		0.000	0.00
0176                          6007.01	25.00	294.300	7,357.50
CLASS I REPAIR	m2	294.300	7,357.50
		295.070	7,376.75
		0.000	0.00
0177                          6007.02	150.00	58.800	8,820.00
CLASS II REPAIR	m2	58.800	8,820.00
		29.900	4,485.00
		0.000	0.00
0178                          6007.03	300.00	4.000	1,200.00
CLASS III REPAIR	m2	4.000	1,200.00
		0.000	0.00
		0.000	0.00
0179                          6008.40	50.00	294.300	14,715.00
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	294.300	14,715.00
		295.070	14,753.50
		0.000	0.00
0180                          6010.26	2,000.00	4.950	9,900.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	4.950	9,900.00
		4.950	9,900.00
		0.000	0.00
0181                          6016.02	800.00	19.700	15,760.00
CONCRETE FOR OVERLAYS-SF	m3	19.700	15,760.00
		21.789	17,431.20
		0.000	0.00
0182                          6020.00	14.00	350.000	4,900.00
REINFORCING STEEL FOR BRIDGE	kg	350.000	4,900.00
		434.300	6,080.20
		0.000	0.00
0183                          6082.01	60.00	71.000	4,260.00
STRUCTURAL STEEL FOR BRIDGE RAIL	kg	71.000	4,260.00
		142.000	8,520.00
		0.000	0.00
GROUP 6C BRIDGE AT STA. 275+32.67 RT.		Contracted	133,784.55
		Current	133,784.55
		In place	135,418.71
		This Estimate	0.00
GROUP 7 GUARDRAIL
0184                          0030.70	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0185                          7011.20	46.00	373.400	17,176.40
W-BEAM GUARDRAIL	m	373.400	17,176.40
		374.900	17,245.40
		0.000	0.00
0186                          7020.00	1,250.00	8.000	10,000.00
BRIDGE APPROACH SECTIONS	EACH	8.000	10,000.00
		8.000	10,000.00
		0.000	0.00
0187                          7021.70	1,500.00	4.000	6,000.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,000.00
		4.000	6,000.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	35,176.40
		Current	35,176.40
		In place	35,245.40
		This Estimate	0.00
GROUP 8B ELECTRICAL
0188                          A001.12	300.00	2.000	600.00
PULL BOX, TYPE PB-5	EACH	2.000	600.00
		2.000	600.00
		0.000	0.00
0189                          A009.14	1,480.00	9.000	13,320.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	13.000	19,240.00
		13.000	19,240.00
		0.000	0.00
0190                          A020.10	1,000.00	2.000	2,000.00
LIGHTING CONTROL CENTER, TYPE D	EACH	2.000	2,000.00
		2.000	2,000.00
		0.000	0.00
0191                          A020.30	1,200.00	1.000	1,200.00
LIGHTING CONTROL CENTER, TYPE R	EACH	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00
0192                          A070.10	7.00	203.000	1,421.00
38 mm CONDUIT IN TRENCH	m	203.000	1,421.00
		485.460	3,398.22
		0.000	0.00
0193                          A072.10	7.00	122.000	854.00
38 mm CONDUIT UNDER ROADWAY	m	122.000	854.00
		118.000	826.00
		0.000	0.00
0194                          A074.12	12.00	34.000	408.00
38 mm CONDUIT, JACKED	m	34.000	408.00
		52.140	625.68
		0.000	0.00
0195                          A080.22	1.40	359.000	502.60
STREET LIGHTING CABLE, NO. 6 BARE	m	359.000	502.60
		655.460	917.64
		0.000	0.00
0196                          A080.24	1.50	718.000	1,077.00
STREET LIGHTING CABLE, NO. 6 USE	m	718.000	1,077.00
		1,310.920	1,966.38
		0.000	0.00
0197                          A780.00	5,700.00	1.000	5,700.00
TEMPORARY LIGHTING SYSTEM, TYPE	EACH	1.000	5,700.00
II		1.000	5,700.00
		0.000	0.00
0198                          A800.50	17.00	139.000	2,363.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM, TYPE	DAY	139.000	2,363.00
II		305.000	5,185.00
		0.000	0.00
0199                          0030.81	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
4026                          7320.00	11,290.40	0.000	0.00
INSTALL SIGN	EACH	2.000	22,580.80
Radar		2.000	22,580.80
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	30,945.60
		Current	59,446.40
		In place	65,739.72
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0200                          0001.08	0.50	17,625.000	8,812.50
BARRICADE, TYPE II	BDAY	17,775.000	8,887.50
		46,854.000	23,427.00
		0.000	0.00
0201                          0001.10	1.00	33,385.000	33,385.00
BARRICADE, TYPE III	BDAY	33,385.000	33,385.00
		25,253.000	25,253.00
		0.000	0.00
0202                          0001.30	1.00	1,837.000	1,837.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,837.000	1,837.00
		1,929.000	1,929.00
		0.000	0.00
0203                          0001.90	0.90	34,080.000	30,672.00
SIGN DAY	EACH	50,252.000	45,226.80
		50,252.000	45,226.80
		0.000	0.00
0204                          0002.30	1.25	700.000	875.00
PAVEMENT MARKING REMOVAL	m	700.000	875.00
		1,702.130	2,127.66
		0.000	0.00
0205                          0002.39	0.50	7,850.000	3,925.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	7,850.000	3,925.00
		9,988.020	4,994.01
		0.000	0.00
0206                          0002.97	9.45	705.000	6,662.25
FLASHING ARROW PANEL	DAY	705.000	6,662.25
		5.000	47.25
		0.000	0.00
0207                          0003.10	175.00	30.000	5,250.00
FLAGGING	DAY	33.000	5,775.00
		11.500	2,012.50
		0.000	0.00
0208                          0010.04	2,000.00	1.000	2,000.00
FIELD OFFICE	EACH	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0209                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		427.000	341.60
		0.000	0.00
0210                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0211                          1017.00	62,000.00	1.000	62,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	62,000.00
		1.000	62,000.00
		0.000	0.00
0212                          9110.01	65.00	70.000	4,550.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	70.000	4,550.00
		94.000	6,110.00
		0.000	0.00
0213                          9110.02	60.00	20.000	1,200.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,200.00
		82.500	4,950.00
		0.000	0.00
0214                          9110.03	50.00	70.000	3,500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	70.000	3,500.00
		31.000	1,550.00
		0.000	0.00
0215                          9110.07	45.00	70.000	3,150.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	70.000	3,150.00
		9.500	427.50
		0.000	0.00
0219                          0003.51	67.50	0.000	0.00
INSTALLING CONCRETE PROTECTION BARRIER	m	134.150	9,055.13
		134.150	9,055.13
		0.000	0.00
4013                          2018.20	11.025	0.000	0.00
COARSE CRUSHED CONCRETE	Mg	2,220.852	24,484.89
Crushed Concrete for Subgrade		2,220.852	24,484.89
		0.000	0.00
4023                          9110.04	42.00	0.000	0.00
RENTAL OF SHEEPSFOOT ROLLER	HOUR	0.500	21.00
		0.500	21.00
		0.000	0.00
4024                          9110.26	50.00	0.000	0.00
RENTAL OF TRACTOR AND DISK, FULLY OPERATED	HOUR	21.000	1,050.00
		21.000	1,050.00
		0.000	0.00
4025                          9110.82	300.00	0.000	0.00
RENTAL	DAY	2.000	600.00
Attenuator Truck		2.000	600.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	178,618.75
		Current	228,984.57
		In place	227,607.34
		This Estimate	0.00
Totals for contract		Contracted	8,855,105.62
		Current	9,591,970.53
		In place	9,315,822.89
		This Estimate	2,243.92