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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	7590
Estimate Number:	0029
Pay Period End Date:	09.20.2003

Contract Location:
ORLEANS EAST	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	05.23.2002
129 E 2ND ST	Date Awarded:	05.30.2002
PO BOX 1087	Date Contract Executed:	06.05.2002
	Date Notice to Proceed:	06.05.2002
HASTINGS NE 68902-1087	Date Work Began:	07.10.2002
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HARLAN

Project Number		PCT			Fed State Project Number		Description
70590 000		0.000			S-136-3(1015)		GRAD CULV SEED BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,202,631.92	$3,154,677.78	$47,954.14
$4,853,697.77	Stockpiled Materials	$80,330.15	$91,630.14	$-11,299.99
Original Contract Amt	Gross Earnings	$3,282,962.07	$3,246,307.92	$36,654.15
$4,813,919.34	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
65.98%	Net Earnings	$3,257,962.07	$3,221,307.92	$36,654.15
	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	$2,322.42	$2,322.42	$.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	$2,322.42	$2,322.42	$.00
	Payment	$3,260,284.49	$3,223,630.34	$36,654.15
Project Manager			Div. Head/Dist. Eng.
Sell, Tim	09.22.2003		Knott, James	09.22.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.23.2003
Controller Div. Processed
Burling, Laurie	09.23.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0235	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	18,065.50	16510
		Crusher Fines SP4
		S.P. Initial Payment	2,314.96	16555
		Crusher Fines SP4
		S.P. Initial Payment	1,997.86	16560
		Crusher Fines SP4
		S.P. Initial Payment	1,347.29	16601
		Crusher Fines SP4
		Total for estimate 0016:	23,725.61
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0235	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	1,685.01	16622
		Crusher Fines SP4
		S.P. Initial Payment	18,501.36	25385
		Kerford 5/8" X 1/16" Rock
		Total for estimate 0017:	20,186.37
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0235	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	357.81	16842
		Crusher Fines SP4
		S.P. Initial Payment	20,880.66	25423
		Kerford 5/8"X1/16" Rock
		S.P. Initial Payment	3,318.08	25470
		Kerford 5/8"X1/16" Rock
		S.P. Initial Payment	9,550.00	1388
		CR.Gravel
		S.P. Initial Payment	3,960.49	1388
		2A Gravel
		S.P. Initial Payment	5,461.93	25504
		Kerford 5/8"X1/16" Rock
		Total for estimate 0018:	43,528.97
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0234	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Initial Payment	4,189.19	4790
		2A Gravel
		Total for estimate 0021:	4,189.19
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0235	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-936.12	16510
		Crusher Fines SP4
		S.P. Adjustment	-936.11	16555
		Crusher Fines SP4
		S.P. Adjustment	-936.13	16560
		Crusher Fines SP4
		S.P. Adjustment	-936.12	16601
		Crusher Fines SP4
		S.P. Adjustment	-936.12	16622
		Crusher Fines SP4
		S.P. Adjustment	-1,125.63	25385
		Kerford 5/8" X 1/16" Rock
		S.P. Adjustment	-357.81	16842
		Crusher Fines SP4
		S.P. Adjustment	-1,125.64	25423
		Kerford 5/8"X1/16" Rock
		S.P. Adjustment	-1,125.65	25470
		Kerford 5/8"X1/16" Rock
		S.P. Adjustment	-1,702.06	1388
		CR.Gravel
		S.P. Adjustment	-56.95	1388
		2A Gravel
		S.P. Adjustment	-1,125.65	25504
		Kerford 5/8"X1/16" Rock
		Total for estimate 0029:	-11,299.99
		Total remaining for contract:	80,330.15

			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	130.00	22.000	2,860.00
COVER CROP SEEDING	ha	0.000	0.00
		0.000	0.00
		0.000	0.00
0002                          L020.01	4.80	14,408.000	69,158.40
EROSION CONTROL, TYPE A	m2	14,408.000	69,158.40
		2,864.920	13,751.62
		0.000	0.00
0003                          L020.08	4.90	9,950.000	48,755.00
EROSION CONTROL, TYPE AA	m2	9,950.000	48,755.00
		2,077.510	10,179.80
		0.000	0.00
0004                          L020.09	13.00	2,577.000	33,501.00
EROSION CONTROL, TYPE AAA	m2	2,577.000	33,501.00
		927.073	12,051.95
		0.000	0.00
0005                          L020.10	1.55	20,324.000	31,502.20
EROSION CONTROL, TYPE HV	m2	20,324.000	31,502.20
		4,850.646	7,518.50
		0.000	0.00
0006                          L021.01	16.00	750.000	12,000.00
EROSION CHECKS, TYPE A	BALE	750.000	12,000.00
		264.000	4,224.00
		0.000	0.00
0007                          L021.06	16.00	1,079.000	17,264.00
EROSION CHECKS, TYPE HV	BALE	1,079.000	17,264.00
		412.000	6,592.00
		0.000	0.00
0008                          L021.21	16.00	813.000	13,008.00
EROSION CHECKS, TYPE AA	BALE	813.000	13,008.00
		151.000	2,416.00
		0.000	0.00
0009                          L021.22	18.00	72.000	1,296.00
EROSION CHECKS, TYPE AAA	BALE	72.000	1,296.00
		48.000	864.00
		0.000	0.00
0010                          L022.11	6.25	1,260.000	7,875.00
FABRIC SILT FENCE-LOW POROSITY	m	1,260.000	7,875.00
		1,201.000	7,506.25
		0.000	0.00
0011                          L022.15	30.00	16.000	480.00
FABRIC SILT FENCE, TYPE ST	m	16.000	480.00
		0.000	0.00
		0.000	0.00
0012                          L022.75	27.00	1,227.500	33,142.50
TEMPORARY SILT CHECK	m	1,227.500	33,142.50
		0.000	0.00
		0.000	0.00
0013                          0030.10	18,500.00	1.000	18,500.00
MOBILIZATION	LS	1.000	18,500.00
		1.000	18,500.00
		0.000	0.00
0014                          1000.00	300.00	15.000	4,500.00
LARGE TREE REMOVAL	EACH	15.000	4,500.00
		18.000	5,400.00
		0.000	0.00
0015                          1009.00	15,000.00	1.000	15,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	15,000.00
		1.000	15,000.00
		0.260	3,900.00
0016                          1010.00	1.35	117,924.000	159,197.40
EXCAVATION	m3	117,924.000	159,197.40
		117,923.998	159,197.40
		0.000	0.00
0017                          1010.10	2.10	136,082.000	285,772.20
EXCAVATION, BORROW	m3	136,082.000	285,772.20
		136,081.994	285,772.21
		0.000	0.00
0018                          1011.00	2.64	10,437.000	27,553.68
WATER	kL	10,437.000	27,553.68
		34,531.920	91,164.28
		278.800	736.03
0019                          1012.00	55.00	130.000	7,150.00
RIGHT-OF-WAY MARKERS	EACH	130.000	7,150.00
		186.000	10,230.00
		0.000	0.00
0020                          1016.00	78.00	78.000	6,084.00
RE-ESTABLISH PROPERTY CORNER	EACH	78.000	6,084.00
		29.000	2,262.00
		0.000	0.00
0021                          1090.00	500.00	1.000	500.00
ABANDON WELLS	EACH	1.000	500.00
		0.000	0.00
		0.000	0.00
0022                          1101.00	4.50	759.000	3,415.50
REMOVE PAVEMENT	m2	759.000	3,415.50
		1,221.749	5,497.87
		0.000	0.00
0023                          1101.25	9.00	158.100	1,422.90
SAWING PAVEMENT	m	158.100	1,422.90
		55.140	496.26
		4.300	38.70
0024                          1102.00	4.50	1,081.000	4,864.50
REMOVE ASPHALT SURFACE	m2	1,081.000	4,864.50
		1,191.656	5,362.46
		0.000	0.00
0025                          1106.00	4.50	387.000	1,741.50
REMOVE DRIVEWAY	m2	387.000	1,741.50
		947.038	4,261.68
		7.738	34.82
0026                          1107.00	4.50	227.000	1,021.50
REMOVE WALK	m2	227.000	1,021.50
		441.910	1,988.59
		0.000	0.00
0027                          1108.00	13.00	285.600	3,712.80
REMOVE COMBINATION CURB AND GUTTER	m	285.600	3,712.80
		295.220	3,837.86
		0.000	0.00
0028                          1111.00	2.50	29.100	72.75
REMOVE FENCE	m	29.100	72.75
		0.000	0.00
		0.000	0.00
0029                          1113.00	150.00	1.000	150.00
REMOVE STEP	EACH	1.000	150.00
		2.000	300.00
		0.000	0.00
0030                          1120.00	350.00	1.000	350.00
REMOVE DISCHARGE STRUCTURE	EACH	1.000	350.00
		1.000	350.00
		0.000	0.00
0031                          1125.00	1,000.00	1.000	1,000.00
CLEAR TRACT	EACH	1.000	1,000.00
AT STA. 11+57 TO 13+50 RT.		1.000	1,000.00
		0.000	0.00
0032                          1131.00	5.00	118.000	590.00
REMOVE PLOWABLE PAVEMENT MARKER	EACH	118.000	590.00
		0.000	0.00
		0.000	0.00
0033                          1701.18	33.00	17.900	590.70
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	17.900	590.70
		7.300	240.90
		0.000	0.00
0034                          1701.24	45.00	307.700	13,846.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	307.700	13,846.50
		275.300	12,388.50
		65.200	2,934.00
0035                          1703.48	225.00	10.500	2,362.50
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	10.500	2,362.50
		10.670	2,400.75
		0.000	0.00
0036                          4043.00	9.00	18.000	162.00
REMOVE CULVERT PIPE	m	18.000	162.00
		0.000	0.00
		0.000	0.00
0037                          4050.01	9.00	31.000	279.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	31.000	279.00
		31.000	279.00
		0.000	0.00
0038                          6040.00	200.00	1.000	200.00
REMOVE STRUCTURE	EACH	1.000	200.00
AT STA. 11+20.3		1.000	200.00
		0.000	0.00
0039                          6105.01	42.00	613.000	25,746.00
ROCK RIPRAP, TYPE A	Mg	637.000	26,754.00
		0.000	0.00
		0.000	0.00
0040                          7017.00	3.25	242.000	786.50
REMOVE GUARDRAIL	m	242.000	786.50
		246.700	801.78
		0.000	0.00
4008                          1010.46	2.70	0.000	0.00
REMOVAL OF UNSUITABLY WET SOIL	m3	8,000.000	21,600.00
Removal Of Unsuitably Wet Soil		7,466.850	20,160.50
		34.100	92.07
4009                          L006.10	208.50	0.000	0.00
COVERCROP SEEDING REVISED	ha	22.000	4,587.00
CoverCrop Seeding (S8-21-0603) Subsection 812.02was Void and superseded on 3-13-03		7.946	1,656.74
		0.000	0.00
GROUP 1 GRADING		Contracted	857,414.03
		Current	881,749.03
		In place	713,852.90
		This Estimate	7,735.62
GROUP 4 CULVERTS
0041                          P120.30	128.00	19.000	2,432.00
750 mm CULVERT PIPE, TYPE 2	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0042                          P120.78	802.50	46.000	36,915.00
1950 mm CULVERT PIPE, TYPE 2	m	122.000	97,905.00
		123.212	98,877.63
		0.000	0.00
0043                          P129.78	898.00	96.000	86,208.00
1950 mm CULVERT PIPE, TYPE 2 CLASS V	m	40.000	35,920.00
		43.892	39,415.02
		0.000	0.00
0044                          P300.15	59.00	5.500	324.50
375 mm CULVERT PIPE, TYPE 3,4, OR 5	m	5.500	324.50
		3.700	218.30
		0.000	0.00
0045                          P300.24	79.00	33.500	2,646.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	33.500	2,646.50
		33.800	2,670.20
		0.000	0.00
0046                          P300.30	106.00	13.900	1,473.40
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	13.900	1,473.40
		54.100	5,734.60
		0.000	0.00
0047                          P300.36	123.00	22.500	2,767.50
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	22.500	2,767.50
		22.500	2,767.50
		0.000	0.00
0048                          P300.48	160.00	20.900	3,344.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	20.900	3,344.00
		20.900	3,344.00
		0.000	0.00
0049                          P300.54	173.00	39.400	6,816.20
1350 mm CULVERT PIPE, TYPE 3,4 OR 5	m	39.400	6,816.20
		41.800	7,231.40
		0.000	0.00
0050                          P300.72	268.00	13.400	3,591.20
1800 mm CULVERT PIPE, TYPE 3,4 OR 5	m	13.400	3,591.20
		13.400	3,591.20
		0.000	0.00
0051                          P310.48	226.00	20.000	4,520.00
1200 mm CULVERT PIPE, TYPE 2,4 OR 5	m	20.000	4,520.00
		20.000	4,520.00
		0.000	0.00
0052                          P310.54	255.00	14.000	3,570.00
1350 mm CULVERT PIPE, TYPE 2,4 OR 5	m	15.000	3,825.00
		14.000	3,570.00
		0.000	0.00
0053                          P402.24	66.00	102.400	6,758.40
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	129.400	8,540.40
		196.000	12,936.00
		0.000	0.00
0054                          P402.36	99.00	56.200	5,563.80
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	56.200	5,563.80
		55.600	5,504.40
		0.000	0.00
0055                          P500.24	93.50	98.500	9,209.75
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	98.500	9,209.75
		159.600	14,922.60
		0.000	0.00
0056                          P500.30	119.00	80.000	9,520.00
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8	m	80.000	9,520.00
		24.540	2,920.26
		0.000	0.00
0057                          P500.36	144.00	21.300	3,067.20
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	21.300	3,067.20
		22.300	3,211.20
		0.000	0.00
0058                          P700.15	85.00	3.500	297.50
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	3.500	297.50
		3.500	297.50
		0.000	0.00
0059                          P700.18	91.00	85.300	7,762.30
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	85.300	7,762.30
		85.700	7,798.70
		0.000	0.00
0060                          P700.24	110.80	173.800	19,257.04
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	173.800	19,257.04
		177.599	19,677.97
		0.000	0.00
0061                          P700.30	150.00	125.900	18,885.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	125.900	18,885.00
		125.700	18,855.00
		0.000	0.00
0062                          P700.36	183.00	141.000	25,803.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	141.000	25,803.00
		141.000	25,803.00
		0.000	0.00
0063                          P702.42	245.00	93.800	22,981.00
1050 mm STORM SEWER PIPE, TYPE 1	m	93.800	22,981.00
		93.800	22,981.00
		0.000	0.00
0064                          P702.48	304.00	111.600	33,926.40
1200 mm STORM SEWER PIPE, TYPE 1	m	111.600	33,926.40
		111.600	33,926.40
		0.000	0.00
0065                          0030.40	14,500.00	1.000	14,500.00
MOBILIZATION	LS	1.000	14,500.00
		1.000	14,500.00
		0.000	0.00
0066                          1119.50	150.00	2.000	300.00
REMOVE JUNCTION BOX	EACH	2.000	300.00
		2.000	300.00
		0.000	0.00
0067                          4002.00	3.85	1,254.000	4,827.90
CAST IRON COVER AND FRAME	kg	1,254.000	4,827.90
		1,254.000	4,827.90
		0.000	0.00
0068                          4003.00	3.60	263.000	946.80
CAST IRON COVER, FRAME, AND FLANGE	kg	263.000	946.80
		0.000	0.00
		0.000	0.00
0069                          4004.50	3.45	120.000	414.00
CAST IRON GRATE AND FRAME	kg	120.000	414.00
		212.000	731.40
		0.000	0.00
0070                          4005.00	3.11	1,716.000	5,336.76
CAST IRON RING AND COVER	kg	1,716.000	5,336.76
		1,716.000	5,336.76
		0.000	0.00
0071                          4016.00	2,885.00	1.000	2,885.00
MANHOLE	EACH	1.000	2,885.00
AT STA. 16+00 7.9 RT		1.000	2,885.00
		0.000	0.00
0072                          4016.01	2,885.00	1.000	2,885.00
MANHOLE	EACH	1.000	2,885.00
AT STA. 16+95.4 7.97 RT		1.000	2,885.00
		0.000	0.00
0073                          4016.02	3,000.00	1.000	3,000.00
MANHOLE	EACH	1.000	3,000.00
AT STA. 17+39.1 8.15 RT		1.000	3,000.00
		0.000	0.00
0074                          4016.03	2,885.00	1.000	2,885.00
MANHOLE	EACH	1.000	2,885.00
AT STA. 17+50.2 8.15 RT		1.000	2,885.00
		0.000	0.00
0075                          4016.04	2,885.00	1.000	2,885.00
MANHOLE	EACH	1.000	2,885.00
AT STA. 17+89.2 8.13 RT		1.000	2,885.00
		0.000	0.00
0076                          4016.05	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 18+10.2 8.03 RT		1.000	2,000.00
		0.000	0.00
0077                          4016.06	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 18+50.2 8.09 RT		1.000	2,000.00
		0.000	0.00
0078                          4016.07	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 19+00.2 7.88 RT		1.000	2,000.00
		0.000	0.00
0079                          4016.08	2,320.00	1.000	2,320.00
MANHOLE	EACH	1.000	2,320.00
AT STA. 19+30.2 7.89 RT		1.000	2,320.00
		0.000	0.00
0080                          4016.09	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 19+61.9 7.90 RT		1.000	2,000.00
		0.000	0.00
0081                          4016.10	1,850.00	1.000	1,850.00
MANHOLE	EACH	1.000	1,850.00
AT STA. 21+55 8.0 LT		1.000	1,850.00
		0.000	0.00
0082                          4016.11	1,850.00	1.000	1,850.00
MANHOLE	EACH	1.000	1,850.00
AT STA. 21+55 10.0 RT		1.000	1,850.00
		0.000	0.00
0083                          4018.50	305.00	1.000	305.00
TAPPING EXISTING PIPE	EACH	1.000	305.00
		1.000	305.00
		0.000	0.00
0084                          4040.00	96.00	30.000	2,880.00
REMOVE HEADWALLS FROM CULVERTS	EACH	30.000	2,880.00
		30.000	2,880.00
		0.000	0.00
0085                          4044.00	1,000.00	1.000	1,000.00
PREPARATION OF STRUCTURE	EACH	1.000	1,000.00
AT STA. 27+15.5		1.000	1,000.00
		0.000	0.00
0086                          4044.01	1,300.00	1.000	1,300.00
PREPARATION OF STRUCTURE	EACH	0.000	0.00
AT STA. 33+15.3		0.000	0.00
		0.000	0.00
0087                          4045.04	4,500.00	1.000	4,500.00
REMOVE STRUCTURE	EACH	1.000	4,500.00
AT STA. 75+72.9		1.000	4,500.00
		0.000	0.00
0088                          4045.05	7,000.00	1.000	7,000.00
REMOVE STRUCTURE	EACH	1.000	7,000.00
AT STA. 89+21.6		1.000	7,000.00
		0.000	0.00
0089                          4050.01	11.00	1,916.000	21,076.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	2,190.000	24,090.00
		2,221.418	24,435.60
		0.000	0.00
0090                          4051.01	8.00	2,157.000	17,256.00
EXCAVATION FOR BOX CULVERTS	m3	2,157.000	17,256.00
		2,177.000	17,416.00
		0.000	0.00
0091                          4100.06	650.00	17.200	11,180.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	17.500	11,375.00
		18.800	12,220.00
		0.000	0.00
0092                          4101.06	325.00	516.141	167,745.82
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	516.141	167,745.82
		551.499	179,237.19
		0.000	0.00
0093                          4105.59	556.00	77.060	42,845.36
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	77.060	42,845.36
		64.341	35,773.59
		0.000	0.00
0094                          4107.07	525.00	0.590	309.75
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.590	309.75
		2.971	1,559.78
		0.000	0.00
0095                          4120.06	653.00	6.000	3,918.00
CLASS 47B-20 OR AX-20 FOR CONCRETE BOX CULVERT PLUG	m3	6.000	3,918.00
		6.000	3,918.00
		0.000	0.00
0096                          4150.00	2.20	899.000	1,977.80
REINFORCING STEEL FOR HEADWALL	kg	927.000	2,039.40
		942.000	2,072.40
		0.000	0.00
0097                          4151.00	1.20	29,575.000	35,490.00
REINFORCING STEEL FOR BOX CULVERT	kg	30,556.000	36,667.20
		31,641.038	37,969.25
		0.000	0.00
0098                          4155.50	1.56	3,608.000	5,628.48
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	3,608.000	5,628.48
		1,567.170	2,444.79
		0.000	0.00
0099                          4157.00	2.20	24.000	52.80
REINFORCING STEEL FOR COLLARS	kg	24.000	52.80
		103.199	227.04
		0.000	0.00
0100                          4310.18	365.00	1.000	365.00
450 mm FLARED-END SECTION	EACH	1.000	365.00
		0.000	0.00
		0.000	0.00
0101                          4310.24	210.00	16.000	3,360.00
600 mm FLARED-END SECTION	EACH	16.000	3,360.00
		19.000	3,990.00
		0.000	0.00
0102                          4310.30	265.00	2.000	530.00
750 mm FLARED-END SECTION	EACH	2.000	530.00
		4.000	1,060.00
		0.000	0.00
0103                          4310.36	400.00	6.000	2,400.00
900 mm FLARED-END SECTION	EACH	5.000	2,000.00
		3.000	1,200.00
		0.000	0.00
0104                          4310.48	825.00	5.000	4,125.00
1200 mm FLARED-END SECTION	EACH	5.000	4,125.00
		5.000	4,125.00
		0.000	0.00
0105                          4310.54	925.00	4.000	3,700.00
1350 mm FLARED-END SECTION	EACH	4.000	3,700.00
		4.000	3,700.00
		0.000	0.00
0106                          4325.24	550.00	4.000	2,200.00
600 mm SAFETY SLOPED END SECTION	EACH	4.000	2,200.00
		4.000	2,200.00
		0.000	0.00
0107                          4670.05	70.00	120.000	8,400.00
CULVERT SANDFILL	m3	120.000	8,400.00
AT STA. 33+15.3		120.000	8,400.00
		0.000	0.00
0108                          4885.78	1,761.00	48.000	84,528.00
JACKING 1950 mm CULVERT PIPE, TYPE 2 CLASS V	m	40.000	70,440.00
		43.892	77,293.81
		0.000	0.00
0109                          6105.01	40.00	229.000	9,160.00
ROCK RIPRAP, TYPE A	Mg	207.000	8,280.00
		161.053	6,442.12
		0.000	0.00
0110                          6105.02	39.30	1,177.000	46,256.10
ROCK RIPRAP, TYPE B	Mg	1,177.000	46,256.10
		2,361.684	92,814.17
		0.000	0.00
0111                          6105.03	39.30	416.000	16,348.80
ROCK RIPRAP, TYPE C	Mg	416.000	16,348.80
		430.751	16,928.52
		0.000	0.00
4004                          P120.36	195.00	0.000	0.00
900 mm CULVERT PIPE, TYPE 2	m	19.500	3,802.50
		19.500	3,802.50
		0.000	0.00
4013                          4039.20	17.41	0.000	0.00
REMOVE AND RELAY CULVERT PIPE	m	31.000	539.71
Remove and Relay 600 mm Culvert Pipe		31.000	539.71
		0.000	0.00
4014                          4035.90	105.00	0.000	0.00
REMOVE AND REINSTALL FLARED-END SECTION	EACH	2.000	210.00
Remove and Reinstall 600mm F.E.S.		2.000	210.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	878,363.07
		Current	881,002.08
		In place	950,694.41
		This Estimate	0.00
GROUP 4A CULVERTS
0112                          W100.01	210.00	2.000	420.00
CURB STOP AND BOX	EACH	2.000	420.00
		3.000	630.00
		0.000	0.00
0113                          W100.25	200.00	1.000	200.00
VALVE BOX	EACH	1.000	200.00
		1.000	200.00
		0.000	0.00
0114                          W176.26	34.00	108.000	3,672.00
25 mm WATER SERVICE	m	108.000	3,672.00
		144.620	4,917.08
		0.000	0.00
0115                          W176.71	210.00	2.000	420.00
WATER SERVICE CONNECTION	EACH	2.000	420.00
		2.000	420.00
		0.000	0.00
0116                          W180.60	450.00	1.000	450.00
METER PIT - COMPLETE	EACH	1.000	450.00
		1.000	450.00
		0.000	0.00
0117                          W205.04	128.00	10.100	1,292.80
100 mm WATER MAIN PIPE	m	10.100	1,292.80
		7.467	955.78
		0.000	0.00
0118                          W205.06	130.00	46.900	6,097.00
150 mm WATER MAIN PIPE	m	46.900	6,097.00
		35.205	4,576.65
		0.000	0.00
0119                          W205.08	135.00	44.600	6,021.00
200 mm WATER MAIN PIPE	m	44.600	6,021.00
		44.449	6,000.62
		0.000	0.00
0120                          W219.66	533.00	3.000	1,599.00
150 mm GATE VALVE AND BOX	EACH	3.000	1,599.00
		6.000	3,198.00
		0.000	0.00
0121                          W220.40	300.00	3.000	900.00
SALVAGE GATE VALVE	EACH	3.000	900.00
		2.000	600.00
		0.000	0.00
0122                          W222.00	1,400.00	1.000	1,400.00
FIRE HYDRANT	EACH	1.000	1,400.00
		1.000	1,400.00
		0.000	0.00
0123                          W222.06	1,400.00	3.000	4,200.00
150 mm FIRE HYDRANT	EACH	3.000	4,200.00
		2.000	2,800.00
		0.000	0.00
0124                          W222.91	350.00	4.000	1,400.00
SALVAGE FIRE HYDRANT	EACH	4.000	1,400.00
		3.000	1,050.00
		0.000	0.00
0125                          W300.14	105.00	19.000	1,995.00
350 mm CASING	m	19.000	1,995.00
		18.244	1,915.62
		0.000	0.00
0126                          W300.16	120.00	13.000	1,560.00
450 mm CASING	m	13.000	1,560.00
		12.192	1,463.04
		0.000	0.00
0127                          W356.07	135.00	1.000	135.00
100 mm X 100 mm X 100 mm TEE	EACH	1.000	135.00
		1.000	135.00
		0.000	0.00
0128                          W356.13	185.00	1.000	185.00
150 mm X 150 mm X 150 mm TEE	EACH	1.000	185.00
		0.000	0.00
		0.000	0.00
0129                          W356.17	230.00	1.000	230.00
200 mm X 200 mm X 150 mm TEE	EACH	1.000	230.00
		1.000	230.00
		0.000	0.00
0130                          W357.16	120.00	4.000	480.00
150 mm - 45 DEGREE BEND	EACH	4.000	480.00
		4.000	480.00
		0.000	0.00
0131                          W357.40	175.00	4.000	700.00
200 mm - 45 DEGREE BEND	EACH	4.000	700.00
		4.000	700.00
		0.000	0.00
0132                          W358.16	100.00	1.000	100.00
150 mm X 100 mm REDUCER	EACH	1.000	100.00
		1.000	100.00
		0.000	0.00
0133                          W724.50	185.00	1.000	185.00
DISCONNECT WATER SERVICE AT MAIN	EACH	1.000	185.00
		0.000	0.00
		0.000	0.00
0134                          W724.75	450.00	9.000	4,050.00
CONNECT TO WATER MAIN	EACH	9.000	4,050.00
		6.000	2,700.00
		0.000	0.00
0135                          W750.06	185.00	1.000	185.00
RELOCATE WATER VALVE AND BOX	EACH	1.000	185.00
		1.000	185.00
		0.000	0.00
0136                          W800.00	65.00	1.000	65.00
REMOVE CURB STOP AND BOX	EACH	1.000	65.00
		0.000	0.00
		0.000	0.00
0137                          W800.12	85.00	2.000	170.00
REMOVE TEE	EACH	2.000	170.00
		1.000	85.00
		0.000	0.00
0138                          W800.23	30.00	2.000	60.00
REMOVE WATER LINE	m	2.000	60.00
		0.000	0.00
		0.000	0.00
0139                          W800.60	150.00	1.000	150.00
REMOVE WATER METER PIT	EACH	1.000	150.00
		1.000	150.00
		0.000	0.00
0140                          W800.93	42.00	28.700	1,205.40
BORING 25 mm WATER SERVICE	m	28.700	1,205.40
		32.100	1,348.20
		0.000	0.00
0141                          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
0142                          4808.14	200.00	19.000	3,800.00
BORING 350 mm STEEL CASING	m	19.000	3,800.00
		18.288	3,657.60
		0.000	0.00
0143                          4808.17	261.00	13.000	3,393.00
BORING 450 mm STEEL CASING	m	13.000	3,393.00
		12.192	3,182.11
		0.000	0.00
GROUP 4A CULVERTS		Contracted	49,720.20
		Current	49,720.20
		In place	46,529.70
		This Estimate	0.00
GROUP 5 SEEDING
0144                          L001.01	1,080.00	16.600	17,928.00
SEEDING, TYPE A	ha	16.600	17,928.00
		0.000	0.00
		0.000	0.00
0145                          L001.02	747.00	6.000	4,482.00
SEEDING, TYPE B	ha	6.000	4,482.00
		0.000	0.00
		0.000	0.00
0146                          L010.00	5.00	5,477.000	27,385.00
SODDING	m2	5,477.000	27,385.00
		0.000	0.00
		0.000	0.00
0147                          L032.75	60.00	113.000	6,780.00
MULCH	Mg	113.000	6,780.00
		0.000	0.00
		0.000	0.00
0148                          0030.50	4,900.00	1.000	4,900.00
MOBILIZATION	LS	1.000	4,900.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	61,475.00
		Current	61,475.00
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 12+12.49
0149                          0030.60	50,000.00	1.000	50,000.00
MOBILIZATION	LS	1.000	50,000.00
		1.000	50,000.00
		0.000	0.00
0150                          1010.01	25.00	135.000	3,375.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	135.000	3,375.00
		135.000	3,375.00
		0.000	0.00
0151                          1043.50	4.00	390.000	1,560.00
RIPRAP FILTER FABRIC	m2	390.000	1,560.00
		2,353.353	9,413.42
		0.000	0.00
0152                          3050.15	280.00	139.900	39,172.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	139.900	39,172.00
		139.900	39,172.00
		0.000	0.00
0153                          3051.10	1.43	9,095.000	13,005.85
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,095.000	13,005.85
		9,095.000	13,005.86
		0.000	0.00
0154                          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
0155                          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
0156                          6001.50	12,500.00	1.000	12,500.00
BENT NO.1 EXCAVATION	LS	1.000	12,500.00
		1.000	12,500.00
		0.000	0.00
0157                          6001.51	12,500.00	1.000	12,500.00
BENT NO.2 EXCAVATION	LS	1.000	12,500.00
		1.000	12,500.00
		0.000	0.00
0158                          6005.60	50.00	120.000	6,000.00
ELASTOMERIC BEARING	EACH	120.000	6,000.00
		120.000	6,000.00
		0.000	0.00
0159                          6010.22	425.00	195.500	83,087.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	195.500	83,087.50
		195.500	83,087.52
		0.000	0.00
0160                          6010.26	525.00	103.200	54,180.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	103.200	54,180.00
		103.200	54,180.00
		0.000	0.00
0161                          6011.11	130,000.00	1.000	130,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	130,000.00
AT STA. 12+12.49		1.000	130,000.00
		0.000	0.00
0162                          6030.00	50,000.00	1.000	50,000.00
PREPARATION OF BRIDGE	EACH	1.000	50,000.00
AT STA. 12+12.49		1.000	50,000.00
		0.000	0.00
0163                          6080.00	7.75	445.000	3,448.75
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	445.000	3,448.75
		445.000	3,448.75
		0.000	0.00
0164                          6104.00	27.50	350.000	9,625.00
BROKEN CONCRETE RIPRAP	Mg	350.000	9,625.00
		350.000	9,625.00
		0.000	0.00
0165                          6131.50	1.43	20,860.000	29,829.80
EPOXY COATED REINFORCING STEEL	kg	21,364.390	30,551.08
		21,364.395	30,551.07
		0.000	0.00
0166                          6139.50	62.00	31.000	1,922.00
SUBSURFACE DRAINAGE MATTING	m2	31.000	1,922.00
		28.634	1,775.31
		0.000	0.00
0167                          6210.12	82.00	335.300	27,494.60
HP 250 mm X 62 kg STEEL PILING	m	333.903	27,380.05
		327.294	26,838.10
		0.000	0.00
0168                          6310.00	130.00	274.500	35,685.00
STEEL SHEET PILING	m2	274.500	35,685.00
		274.500	35,685.00
		0.000	0.00
0169                          6510.51	7,500.00	1.000	7,500.00
TEMPORARY BRIDGE SHORING	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0170                          8091.00	26.00	105.000	2,730.00
GRANULAR BACKFILL	m3	105.000	2,730.00
		109.000	2,834.00
		0.000	0.00
4000                          6210.60	49.20	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	1.397	68.73
In accordance with paragraph 2 of subsection 703.5		14.862	731.22
		0.000	0.00
4006                          7050.02	772.60	0.000	0.00
ADDITIONAL COMPENSATION	LS	1.000	772.60
Additional compensation for overrun of bridge deck due to increase in shims 6.6 m^3 X 117.06 /M=772.6		1.000	772.60
		0.000	0.00
4007                          0095.00	300.00	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	300.00
		1.000	300.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 12+12.49		Contracted	588,615.50
		Current	590,363.56
		In place	598,294.85
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 54+52.95
0171                          0030.60	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00
0172                          1010.01	10.00	285.000	2,850.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	285.000	2,850.00
		210.000	2,100.00
		0.000	0.00
0173                          1043.50	3.60	115.000	414.00
RIPRAP FILTER FABRIC	m2	115.000	414.00
		250.530	901.91
		0.000	0.00
0174                          3050.15	260.00	116.600	30,316.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	116.600	30,316.00
		116.600	30,316.00
		0.000	0.00
0175                          3051.10	1.43	7,630.000	10,910.90
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,630.000	10,910.90
		7,630.000	10,910.90
		0.000	0.00
0176                          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
0177                          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
0178                          6001.50	12,500.00	1.000	12,500.00
BENT NO.1 EXCAVATION	LS	1.000	12,500.00
		1.000	12,500.00
		0.000	0.00
0179                          6001.51	12,500.00	1.000	12,500.00
BENT NO.2 EXCAVATION	LS	1.000	12,500.00
		1.000	12,500.00
		0.000	0.00
0180                          6005.60	50.00	96.000	4,800.00
ELASTOMERIC BEARING	EACH	96.000	4,800.00
		96.000	4,800.00
		0.000	0.00
0181                          6010.22	420.00	164.600	69,132.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	164.600	69,132.00
		164.600	69,132.00
		0.000	0.00
0182                          6010.26	490.00	89.300	43,757.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	89.300	43,757.00
		89.300	43,757.00
		0.000	0.00
0183                          6011.11	108,000.00	1.000	108,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	108,000.00
AT STA. 54+52.95		1.000	108,000.00
		0.000	0.00
0184                          6030.00	35,000.00	1.000	35,000.00
PREPARATION OF BRIDGE	EACH	1.000	35,000.00
AT STA. 54+52.95		1.000	35,000.00
		0.000	0.00
0185                          6080.00	7.75	460.000	3,565.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	460.000	3,565.00
		460.000	3,565.00
		0.000	0.00
0186                          6104.00	27.55	230.000	6,336.50
BROKEN CONCRETE RIPRAP	Mg	230.000	6,336.50
		230.000	6,336.50
		0.000	0.00
0187                          6131.50	1.43	17,885.000	25,575.55
EPOXY COATED REINFORCING STEEL	kg	17,885.000	25,575.55
		17,885.000	25,575.55
		0.000	0.00
0188                          6139.50	60.00	25.000	1,500.00
SUBSURFACE DRAINAGE MATTING	m2	25.000	1,500.00
		36.201	2,172.06
		0.000	0.00
0189                          6210.12	82.00	201.200	16,498.40
HP 250 mm X 62 kg STEEL PILING	m	191.964	15,741.05
		192.004	15,744.33
		0.000	0.00
0190                          6310.00	130.00	245.000	31,850.00
STEEL SHEET PILING	m2	245.000	31,850.00
		245.000	31,850.00
		0.000	0.00
0191                          8091.00	26.00	95.000	2,470.00
GRANULAR BACKFILL	m3	95.000	2,470.00
		95.000	2,470.00
		0.000	0.00
4010                          6210.32	49.20	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	9.236	454.41
In Accordance with Paragraph 2 of Subsection 703.5		3.087	151.88
		0.000	0.00
4011                          0096.00	1,350.00	0.000	0.00
DEDUCTION	LS	0.000	0.00
Deduction for low Compressive strength- See Assistant Construction Eng. Letter Dated May 13,2003		0.000	0.00
		0.000	0.00
4012                          0096.00	-1,350.00	0.000	0.00
DEDUCTION	LS	1.000	-1,350.00
Deuction for low compressive strength - See Assistant Construction Eng. Letter Dated May 13,2003		1.000	-1,350.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 54+52.95		Contracted	472,975.35
		Current	471,322.41
		In place	471,433.13
		This Estimate	0.00
GROUP 7 GUARDRAIL
0192                          0030.70	462.00	1.000	462.00
MOBILIZATION	LS	1.000	462.00
		0.000	0.00
		0.000	0.00
0193                          7011.20	40.00	82.200	3,288.00
W-BEAM GUARDRAIL	m	82.200	3,288.00
		0.000	0.00
		0.000	0.00
0194                          7020.00	1,000.00	8.000	8,000.00
BRIDGE APPROACH SECTIONS	EACH	8.000	8,000.00
		0.000	0.00
		0.000	0.00
0195                          7024.27	1,500.00	8.000	12,000.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	12,000.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	23,750.00
		Current	23,750.00
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0196                          A001.12	450.00	1.000	450.00
PULL BOX, TYPE PB-5	EACH	1.000	450.00
		0.000	0.00
		0.000	0.00
0197                          A004.40	700.00	2.000	1,400.00
TRAFFIC SIGNAL, TYPE TS-2	EACH	2.000	1,400.00
		2.000	1,400.00
		0.000	0.00
0198                          A070.10	8.00	111.000	888.00
38 mm CONDUIT IN TRENCH	m	111.000	888.00
		111.500	892.00
		8.200	65.60
0199                          A074.12	42.00	45.000	1,890.00
38 mm CONDUIT, JACKED	m	45.000	1,890.00
		34.300	1,440.60
		0.000	0.00
0200                          A077.12	1.25	22.000	27.50
2/C #14 AWG TRAFFIC SIGNAL CABLE	m	22.000	27.50
		0.000	0.00
		0.000	0.00
0201                          A080.22	1.30	171.000	222.30
STREET LIGHTING CABLE, NO. 6 BARE	m	171.000	222.30
		160.650	208.85
		117.800	153.14
0202                          A080.24	2.00	342.000	684.00
STREET LIGHTING CABLE, NO. 6 USE	m	342.000	684.00
		321.300	642.60
		235.600	471.20
0203                          A501.75	600.00	1.000	600.00
INSTALL FLASHER CONTROLLER	EACH	1.000	600.00
		0.000	0.00
		0.000	0.00
0204                          A610.00	750.00	1.000	750.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	750.00
AT STA. 14+96		1.000	750.00
		0.000	0.00
0205                          A700.20	1,200.00	2.000	2,400.00
RELOCATE STREET LIGHTING UNIT	EACH	2.000	2,400.00
TYPE "A"		1.000	1,200.00
		0.000	0.00
0206                          A700.21	1,500.00	3.000	4,500.00
RELOCATE STREET LIGHTING UNIT	EACH	3.000	4,500.00
TYPE "B"		3.000	4,500.00
		0.000	0.00
0207                          0030.81	3,500.00	1.000	3,500.00
MOBILIZATION	LS	1.000	3,500.00
		0.495	1,732.50
		0.000	0.00
4002                          A612.10	585.90	0.000	0.00
REMOVE AND REINSTALL STREET LIGHTING UNIT	EACH	10.000	5,859.00
Remove and replace Breakaway Coupling Type Bases with Transformer Breakaway Bases.		6.000	3,515.40
		0.000	0.00
4003                          A017.61	232.75	0.000	0.00
TRANSFORMER BASE	EACH	4.000	931.00
Install Transformer Breakaway Bases on Relocated Poles		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	17,311.80
		Current	24,101.80
		In place	16,281.95
		This Estimate	689.94
GROUP 9 BITUMINOUS
0208                          P402.15	92.00	336.000	30,912.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	336.000	30,912.00
		0.000	0.00
		0.000	0.00
0209                          P500.15	115.00	24.000	2,760.00
375 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	24.000	2,760.00
		23.160	2,663.40
		0.000	0.00
0210                          0002.55	23.00	342.000	7,866.00
OVERLAY BROKEN LINES	StaM	342.000	7,866.00
		0.672	15.46
		0.000	0.00
0211                          0002.60	26.00	229.240	5,960.24
OVERLAY SOLID LINES	StaM	229.240	5,960.24
		9.965	259.10
		0.000	0.00
0212                          0002.76	0.20	29,000.000	5,800.00
PERMANENT PAVEMENT MARKING PAINT	m	29,000.000	5,800.00
		0.000	0.00
		0.000	0.00
0213                          0030.90	42,000.00	1.000	42,000.00
MOBILIZATION	LS	1.000	42,000.00
		1.000	42,000.00
		0.000	0.00
0214                          2001.00	12.50	131.000	1,637.50
GRAVEL SURFACE COURSE	m3	131.000	1,637.50
		32.030	400.38
		0.000	0.00
0215                          2009.10	500.00	2.100	1,050.00
GRAVEL EMBEDMENT	StaM	2.100	1,050.00
		0.000	0.00
		0.000	0.00
0216                          2010.00	39.50	1.000	39.50
CRUSHED ROCK SURFACE COURSE	m3	1.000	39.50
		0.000	0.00
		0.000	0.00
0217                          2020.00	7.50	15.000	112.50
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	15.000	112.50
		0.000	0.00
		0.000	0.00
0218                          2021.00	50.00	4.000	200.00
MAILBOX POST	EACH	4.000	200.00
		0.000	0.00
		0.000	0.00
0219                          3014.12	80.00	328.500	26,280.00
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	328.500	26,280.00
		276.760	22,140.80
		70.020	5,601.60
0220                          3016.21	30.00	240.000	7,200.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	240.000	7,200.00
		21.238	637.14
		0.000	0.00
0221                          3020.26	41.00	304.000	12,464.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	304.000	12,464.00
		283.153	11,609.28
		142.227	5,831.31
0222                          3075.31	53.00	752.000	39,856.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	752.000	39,856.00
		506.264	26,832.00
		0.000	0.00
0223                          4024.55	150.00	46.600	6,990.00
FLUME SPILLWAY	m	46.600	6,990.00
		0.000	0.00
		0.000	0.00
0224                          4024.70	1,700.00	15.000	25,500.00
CONCRETE FLUME, TYPE I	EACH	15.000	25,500.00
		0.000	0.00
		0.000	0.00
0225                          4024.73	1,500.00	24.000	36,000.00
CONCRETE FLUME, TYPE IV	EACH	24.000	36,000.00
		0.000	0.00
		0.000	0.00
0226                          4024.75	1,700.00	2.000	3,400.00
CONCRETE FLUME, TYPE VI	EACH	2.000	3,400.00
		0.000	0.00
		0.000	0.00
0227                          7503.04	6.25	1,150.000	7,187.50
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	1,150.000	7,187.50
		0.000	0.00
		0.000	0.00
0228                          7512.04	36.00	39.000	1,404.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	39.000	1,404.00
		0.000	0.00
		0.000	0.00
0229                          7530.48	1,075.00	3.000	3,225.00
RAILROAD CROSSING SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4	EACH	3.000	3,225.00
		0.000	0.00
		0.000	0.00
0230                          8029.84	1.65	59,988.000	98,980.20
BITUMINOUS FOUNDATION COURSE 100 mm	m2	59,988.000	98,980.20
		3,103.032	5,120.00
		3,103.032	5,120.00
0231                          8101.00	2,100.00	9.455	19,855.50
SUBGRADE STABILIZATION	StaM	9.455	19,855.50
		0.000	0.00
		0.000	0.00
0232                          9000.75	14.24	500.000	7,120.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	7,120.00
SPS		0.000	0.00
		0.000	0.00
0233                          9005.00	38.09	75.000	2,856.75
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	75.000	2,856.75
SP4(12.5)		43.645	1,662.44
		0.000	0.00
0234                          9005.23	14.24	4,500.000	64,080.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	4,500.000	64,080.00
		0.000	0.00
		0.000	0.00
0235                          9005.45	23.09	23,690.000	547,002.10
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	23,690.000	547,002.10
		434.170	10,024.99
		434.170	10,024.99
0236                          9009.00	2.90	4,729.000	13,714.10
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	4,729.000	13,714.10
		0.000	0.00
		0.000	0.00
0237                          9020.92	213.00	27.000	5,751.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	5,751.00
		0.000	0.00
		0.000	0.00
0238                          9021.03	213.00	243.000	51,759.00
PERFORMANCE GRADED BINDER (58-28)	Mg	243.000	51,759.00
		0.000	0.00
		0.000	0.00
0239                          9021.08	269.00	1,283.310	345,210.39
PERFORMANCE GRADED BINDER (64-28)	Mg	1,283.310	345,210.39
		22.972	6,179.47
		20.877	5,615.91
0240                          9030.00	5.00	4,376.700	21,883.50
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	4,376.700	21,883.50
		0.000	0.00
		0.000	0.00
0241                          9053.00	0.25	59,420.000	14,855.00
TACK COAT	L	59,420.000	14,855.00
		0.000	0.00
		0.000	0.00
0242                          9111.00	2.00	1,832.000	3,664.00
WATER	kL	1,832.000	3,664.00
		288.100	576.20
		288.100	576.20
0243                          9170.00	150.00	161.079	24,161.85
EARTH SHOULDER CONSTRUCTION	StaM	161.079	24,161.85
		0.000	0.00
		0.000	0.00
0244                          9173.20	0.95	75,410.000	71,639.50
SUBGRADE PREPARATION	m2	75,410.000	71,639.50
		3,910.790	3,715.25
		3,275.340	3,111.57
0245                          9179.23	1,250.00	9.316	11,645.00
COLD MILLING, CLASS 3	StaM	9.316	11,645.00
		0.000	0.00
		0.000	0.00
0246                          9179.24	1,490.00	75.695	112,785.55
COLD MILLING, CLASS 4	StaM	75.695	112,785.55
		77.223	115,062.27
		0.000	0.00
0247                          9179.43	495.00	33.457	16,561.22
COLD MILLING, CLASS 3	StaM	33.457	16,561.22
TYPE A		0.000	0.00
		0.000	0.00
0248                          9188.50	25.00	395.000	9,875.00
SURFACING UNDER GUARDRAIL	m2	395.000	9,875.00
		0.000	0.00
		0.000	0.00
0249                          9190.50	30.00	596.000	17,880.00
FLY ASH	Mg	596.000	17,880.00
		0.000	0.00
		0.000	0.00
0250                          9300.50	5,000.00	1.000	5,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
4001                          7500.30	1,137.15	0.000	0.00
STOP LINE	EACH	2.000	2,274.30
"STOP AHEAD", Preformed Pvmt Marking Type 4 W/Stop Line		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,734,123.90
		Current	1,736,398.20
		In place	248,898.18
		This Estimate	35,881.58
GROUP 10 GENERAL ITEMS
0251                          0001.08	1.00	2,060.000	2,060.00
BARRICADE, TYPE II	BDAY	2,060.000	2,060.00
		9,889.000	9,889.00
		441.000	441.00
0252                          0001.10	2.50	3,438.000	8,595.00
BARRICADE, TYPE III	BDAY	3,438.000	8,595.00
		15,106.000	37,765.00
		452.000	1,130.00
0253                          0001.30	2.00	2,014.000	4,028.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,014.000	4,028.00
		125.000	250.00
		0.000	0.00
0254                          0001.75	6.00	1,720.000	10,320.00
TEMPORARY SIGN DAY	EACH	1,720.000	10,320.00
		0.000	0.00
		0.000	0.00
0255                          0001.90	0.50	24,610.000	12,305.00
SIGN DAY	EACH	24,610.000	12,305.00
		38,072.000	19,036.00
		896.000	448.00
0256                          0002.30	1.75	350.000	612.50
PAVEMENT MARKING REMOVAL	m	350.000	612.50
		434.170	759.80
		0.000	0.00
0257                          0002.31	1.00	650.000	650.00
TEMPORARY PAVEMENT MARKING	m	650.000	650.00
		0.000	0.00
		0.000	0.00
0258                          0003.10	180.00	140.000	25,200.00
FLAGGING	DAY	140.000	25,200.00
		26.500	4,770.00
		0.000	0.00
0259                          0003.20	280.00	10.000	2,800.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	10.000	2,800.00
		0.000	0.00
		0.000	0.00
0260                          0003.51	30.00	150.000	4,500.00
INSTALL CONCRETE PROTECTION BARRIER	m	150.000	4,500.00
		163.900	4,917.00
		0.000	0.00
0261                          0003.56	15.00	150.000	2,250.00
RELOCATE CONCRETE PROTECTION BARRIER	m	150.000	2,250.00
		163.900	2,458.50
		0.000	0.00
0262                          0003.70	400.00	4.000	1,600.00
TEMPORARY RUMBLE STRIP	EACH	4.000	1,600.00
		4.000	1,600.00
		0.000	0.00
0263                          0003.75	8,000.00	1.000	8,000.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0264                          0005.10	150.00	200.000	30,000.00
TRAFFIC CONTROL MANAGEMENT	DAY	200.000	30,000.00
		315.000	47,250.00
		7.000	1,050.00
0265                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0266                          0030.00	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0267                          9110.01	65.00	55.000	3,575.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	55.000	3,575.00
		27.500	1,787.50
		1.000	65.00
0268                          9110.02	70.00	20.000	1,400.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,400.00
		27.250	1,907.50
		0.000	0.00
0269                          9110.03	55.00	55.000	3,025.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	55.000	3,025.00
		11.000	605.00
		0.000	0.00
0270                          9110.07	50.00	55.000	2,750.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	55.000	2,750.00
		0.000	0.00
		0.000	0.00
4005                          0001.99	2.25	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	1,620.000	3,645.00
		4,734.000	10,651.50
		228.000	513.00
GROUP 10 GENERAL ITEMS		Contracted	130,170.50
		Current	133,815.50
		In place	156,646.80
		This Estimate	3,647.00
Totals for contract		Contracted	4,813,919.34
		Current	4,853,697.77
		In place	3,202,631.92
		This Estimate	47,954.14