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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0477 WESTERN ENGINEERING COMPANY, INC.
Contract ID:	5829
Estimate Number:	0014
Pay Period End Date:	06.08.2002

Contract Location:
MELBETA WEST	Estimate Type:	PROG
Contractor:
WESTERN ENGINEERING COMPANY, INC.	Date Let:	08.16.2001
1149 WEST HIGHWAY 44	Date Awarded:	08.23.2001
PO BOX 350	Date Contract Executed:	08.31.2001
	Date Notice to Proceed:	08.31.2001
HARLAN IA 51537	Date Work Began:
Phone:	Date Physical Work Completed:
(712)755-5191	Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
SCOTTS BLUFF

Project Number		PCT			Fed State Project Number		Description
50829 000		0.000			S-92-1(1016)		GRAD CULV SEED BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,864,379.19	$1,555,474.89	$308,904.30
$2,658,540.13	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,864,379.19	$1,555,474.89	$308,904.30
$2,692,228.41	Retainage	$-18,643.79	$-15,554.75	$-3,089.04
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
70.13%	Net Earnings	$1,845,735.40	$1,539,920.14	$305,815.26
	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	$-899.23	$-899.23	$.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	-$899.23	-$899.23	$.00
	Payment	$1,844,836.17	$1,539,020.91	$305,815.26
Project Manager			Div. Head/Dist. Eng.
Gardner, Jerrold	06.10.2002		Lind, Craig	06.12.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.12.2002
Controller Div. Processed
Burling, Laurie	06.13.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	47,228.74	10292
		Sharp Crushed Gravel
		S.P. Initial Payment	6,323.88	10292
		11/16" Crushed Rock
		Total for estimate 0003:	53,552.62
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	17,592.28	10292
		11/16" Crushed Rock
		Total for estimate 0006:	17,592.28
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-47,228.74	10292
		Sharp Crushed Gravel
		S.P. Adjustment	-6,323.88	10292
		11/16" Crushed Rock
		S.P. Adjustment	-9,817.37	10292
		11/16" Crushed Rock
		Total for estimate 0012:	-63,369.99
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-7,774.91	10292
		11/16" Crushed Rock
		Total for estimate 0013:	-7,774.91
		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	200.00	32.000	6,400.00
COVER CROP SEEDING	ha	32.000	6,400.00
		0.000	0.00
		0.000	0.00
0002                          L020.01	6.41	2,432.000	15,589.12
EROSION CONTROL, TYPE A	m2	2,136.000	13,691.76
		0.000	0.00
		0.000	0.00
0003                          L020.08	6.72	1,218.000	8,184.96
EROSION CONTROL, TYPE AA	m2	1,218.000	8,184.96
		0.000	0.00
		0.000	0.00
0004                          L021.00	19.00	90.000	1,710.00
EROSION CHECKS	BALE	90.000	1,710.00
		0.000	0.00
		0.000	0.00
0005                          0030.10	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0006                          1009.00	4,500.00	1.000	4,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,500.00
		1.000	4,500.00
		0.250	1,125.00
0007                          1010.00	3.65	42,554.000	155,322.10
EXCAVATION	m3	42,556.000	155,329.40
		44,818.920	163,589.06
		0.000	0.00
0008                          1010.01	1.12	5,939.000	6,651.68
EXCAVATION (ESTABLISHED QUANTITY)	m3	5,939.000	6,651.68
		5,939.000	6,651.68
		0.000	0.00
0009                          1010.10	1.95	81,337.000	158,607.15
EXCAVATION, BORROW	m3	59,729.000	116,471.55
		57,785.720	112,682.16
		0.000	0.00
0010                          1011.00	1.00	15,500.000	15,500.00
WATER	kL	12,800.000	12,800.00
		2,876.400	2,876.40
		0.000	0.00
0011                          1012.00	65.00	100.000	6,500.00
RIGHT-OF-WAY MARKERS	EACH	100.000	6,500.00
		98.000	6,370.00
		0.000	0.00
0012                          1102.00	4.80	3,787.000	18,177.60
REMOVE ASPHALT SURFACE	m2	3,787.000	18,177.60
		6,112.718	29,341.04
		49.538	237.78
0013                          1106.00	4.80	2,409.000	11,563.20
REMOVE DRIVEWAY	m2	2,409.000	11,563.20
		1,870.446	8,978.14
		0.000	0.00
0014                          1701.18	38.00	54.000	2,052.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	54.000	2,052.00
		36.900	1,402.20
		0.000	0.00
0015                          1701.24	50.00	157.200	7,860.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	157.200	7,860.00
		167.500	8,375.00
		0.000	0.00
0016                          1701.30	74.00	305.300	22,592.20
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	305.300	22,592.20
		164.700	12,187.80
		0.000	0.00
0017                          1702.24	50.00	24.200	1,210.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 OR 5	m	24.200	1,210.00
		23.200	1,160.00
		0.000	0.00
0018                          4035.00	150.00	2.000	300.00
REMOVE FLARED-END SECTION	EACH	2.000	300.00
		2.000	300.00
		0.000	0.00
0019                          7017.00	22.00	43.890	965.58
REMOVE GUARDRAIL	m	43.890	965.58
		0.000	0.00
		0.000	0.00
1001                          4051.13	39.50	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF PIPE CULVERT ANDHEADWALL	m3	15.345	606.13
		15.345	606.13
		0.000	0.00
4010                          1300.12	42.00	0.000	0.00
300 mm DRIVEWAY CULVERT PIPE	m	11.000	462.00
		0.000	0.00
		0.000	0.00
4012                          1905.00	313.00	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	LS	1.000	313.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	463,685.59
		Current	418,341.06
		In place	379,019.61
		This Estimate	1,362.78
GROUP 4 CULVERTS
0020                          P120.24	140.00	43.000	6,020.00
600 mm CULVERT PIPE, TYPE 2	m	43.000	6,020.00
		68.880	9,643.20
		0.000	0.00
0021                          P120.30	195.00	5.000	975.00
750 mm CULVERT PIPE, TYPE 2	m	5.000	975.00
		15.850	3,090.75
		0.000	0.00
0022                          P120.36	285.00	7.000	1,995.00
900 mm CULVERT PIPE, TYPE 2	m	7.000	1,995.00
		10.360	2,952.60
		0.000	0.00
0023                          P120.48	495.00	7.000	3,465.00
1200 mm CULVERT PIPE, TYPE 2	m	7.000	3,465.00
		7.000	3,465.00
		0.000	0.00
0024                          P120.60	650.00	24.500	15,925.00
1500 mm CULVERT PIPE, TYPE 2	m	22.500	14,625.00
		20.200	13,130.00
		0.000	0.00
0025                          P120.72	1,020.00	5.000	5,100.00
1800 mm CULVERT PIPE, TYPE 2	m	5.000	5,100.00
		5.800	5,916.00
		0.000	0.00
0026                          P127.24	250.00	4.000	1,000.00
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	4.000	1,000.00
		2.000	500.00
		0.000	0.00
0027                          P375.60	275.00	10.000	2,750.00
1500 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3, 4 OR 5	m	10.000	2,750.00
		9.720	2,673.00
		0.000	0.00
0028                          P400.24	90.00	51.000	4,590.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	51.000	4,590.00
		75.850	6,826.50
		0.000	0.00
0029                          P400.30	125.00	54.900	6,862.50
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	54.900	6,862.50
		29.000	3,625.00
		0.000	0.00
0030                          P402.30	85.00	63.200	5,372.00
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	63.200	5,372.00
		122.000	10,370.00
		0.000	0.00
0031                          0030.40	18,000.00	1.000	18,000.00
MOBILIZATION	LS	1.000	18,000.00
		1.000	18,000.00
		0.000	0.00
0032                          4005.00	3.50	1,422.000	4,977.00
CAST IRON RING AND COVER	kg	1,422.000	4,977.00
		0.000	0.00
		0.000	0.00
0033                          4015.50	250.00	9.000	2,250.00
RECONSTRUCT MANHOLE	EACH	9.000	2,250.00
		0.000	0.00
		0.000	0.00
0034                          4035.00	100.00	4.000	400.00
REMOVE FLARED-END SECTION	EACH	4.000	400.00
		0.000	0.00
		0.000	0.00
0035                          4035.25	150.00	27.000	4,050.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	27.000	4,050.00
		28.000	4,200.00
		0.000	0.00
0036                          4040.00	275.00	13.000	3,575.00
REMOVE HEADWALLS FROM CULVERTS	EACH	13.000	3,575.00
		15.000	4,125.00
		0.000	0.00
0037                          4045.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 2100+02.34		1.000	10,000.00
		0.000	0.00
0038                          4049.75	1,500.00	1.000	1,500.00
OUTLET STRUCTURE	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0039                          4050.01	13.00	445.000	5,785.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	435.000	5,655.00
		424.345	5,516.49
		0.000	0.00
0040                          4051.01	20.00	268.000	5,360.00
EXCAVATION FOR BOX CULVERTS	m3	269.000	5,380.00
		233.000	4,660.00
		0.000	0.00
0041                          4100.06	1,000.00	10.300	10,300.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	11.159	11,159.00
		24.700	24,700.00
		0.000	0.00
0042                          4101.06	395.00	222.120	87,737.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	237.609	93,855.56
		226.526	89,477.78
		0.000	0.00
0043                          4107.07	675.00	33.780	22,801.50
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	33.780	22,801.50
		11.820	7,978.50
		1.830	1,235.25
0044                          4130.06	900.00	0.480	432.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.640	576.00
		0.720	648.00
		0.160	144.00
0045                          4150.00	1.75	552.000	966.00
REINFORCING STEEL FOR HEADWALL	kg	573.000	1,002.75
		394.590	690.53
		0.000	0.00
0046                          4151.00	1.10	17,217.000	18,938.70
REINFORCING STEEL FOR BOX CULVERT	kg	19,067.330	20,974.06
		17,997.012	19,796.72
		0.000	0.00
0047                          4157.00	1.75	667.000	1,167.25
REINFORCING STEEL FOR COLLARS	kg	667.000	1,167.25
		89.000	155.75
		0.000	0.00
0048                          4310.24	150.00	6.000	900.00
600 mm FLARED-END SECTION	EACH	6.000	900.00
		8.000	1,200.00
		0.000	0.00
0049                          4310.30	240.00	7.000	1,680.00
750 mm FLARED-END SECTION	EACH	7.000	1,680.00
		5.000	1,200.00
		0.000	0.00
0050                          4320.24	650.00	2.000	1,300.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,300.00
		3.000	1,950.00
		0.000	0.00
0051                          4461.24	100.00	17.000	1,700.00
INSTALL 600 mm CONCRETE FLARED-END SECTION	EACH	17.000	1,700.00
		9.000	900.00
		0.000	0.00
0052                          4461.30	125.00	3.000	375.00
INSTALL 750 mm CONCRETE FLARED-END SECTION	EACH	3.000	375.00
		5.000	625.00
		0.000	0.00
0053                          4461.36	150.00	3.000	450.00
INSTALL 900 mm CONCRETE FLARED-END SECTION	EACH	3.000	450.00
		0.000	0.00
		0.000	0.00
0054                          4461.48	200.00	2.000	400.00
INSTALL 1200 mm CONCRETE FLARED-END SECTION	EACH	2.000	400.00
		2.000	400.00
		0.000	0.00
0055                          4461.72	600.00	2.000	1,200.00
INSTALL 1800 mm CONCRETE FLARED-END SECTION	EACH	2.000	1,200.00
		2.000	1,200.00
		0.000	0.00
1002                          4050.02	13.00	0.000	0.00
ADDITIONAL EXCAVATION FOR BACKFILL AND EMBANKMENT FOR PIPE,PIPE-ARCH CULVERT, AND HEADWALL	m3	15.345	199.49
		15.345	199.49
		0.000	0.00
4008                          1101.25	8.20	0.000	0.00
SAWING PAVEMENT	m	350.000	2,870.00
		0.000	0.00
		0.000	0.00
4009                          4043.00	10.00	0.000	0.00
REMOVE CULVERT PIPE	m	4.100	41.00
		0.000	0.00
		0.000	0.00
4011                          4460.24	500.00	0.000	0.00
600 mm CONCRETE FLARED-END SECTION	EACH	1.000	500.00
		0.000	0.00
		0.000	0.00
4013                          0030.02	262.50	0.000	0.00
REMOBILIZATION	LS	1.000	262.50
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	260,299.35
		Current	271,955.60
		In place	261,315.31
		This Estimate	1,379.25
GROUP 4A CONCRETE BOX CULVERT AT STA. 2121+62.15
0056                          0030.40	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0057                          4044.00	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 2121+62.15		1.000	2,500.00
		0.000	0.00
0058                          4051.01	25.00	52.000	1,300.00
EXCAVATION FOR BOX CULVERTS	m3	52.000	1,300.00
		52.000	1,300.00
		0.000	0.00
0059                          4101.06	450.00	44.800	20,160.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	44.800	20,160.00
		44.800	20,160.00
		0.000	0.00
0060                          4151.00	1.15	2,874.000	3,305.10
REINFORCING STEEL FOR BOX CULVERT	kg	2,874.000	3,305.10
		2,874.000	3,305.10
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 2121+62.15		Contracted	32,265.10
		Current	32,265.10
		In place	32,265.10
		This Estimate	0.00
GROUP 5 SEEDING
0061                          L001.01	1,710.00	23.000	39,330.00
SEEDING, TYPE A	ha	23.000	39,330.00
		0.000	0.00
		0.000	0.00
0062                          L001.02	1,605.00	9.000	14,445.00
SEEDING, TYPE B	ha	9.000	14,445.00
		0.000	0.00
		0.000	0.00
0063                          L032.75	90.00	160.000	14,400.00
MULCH	Mg	160.000	14,400.00
		0.000	0.00
		0.000	0.00
0064                          0030.50	1,600.00	1.000	1,600.00
MOBILIZATION	LS	1.000	1,600.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	69,775.00
		Current	69,775.00
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0065                          0002.40	18.00	557.000	10,026.00
TEMPORARY SOLID LINES	StaM	557.000	10,026.00
		911.669	16,410.04
		152.120	2,738.16
0066                          0002.45	18.00	263.000	4,734.00
TEMPORARY BROKEN LINES	StaM	263.000	4,734.00
		283.452	5,102.14
		0.000	0.00
0067                          0030.90	31,000.00	1.000	31,000.00
MOBILIZATION	LS	1.000	31,000.00
		1.000	31,000.00
		0.000	0.00
0068                          1020.02	11.00	6.000	66.00
DELINEATOR, TYPE II	EACH	6.000	66.00
		0.000	0.00
		0.000	0.00
0069                          1020.03	14.00	51.000	714.00
DELINEATOR, TYPE III	EACH	51.000	714.00
		0.000	0.00
		0.000	0.00
0070                          1020.20	18.00	6.000	108.00
INSTALL CHEVRONS	EACH	6.000	108.00
		0.000	0.00
		0.000	0.00
0071                          2001.00	12.80	278.000	3,558.40
GRAVEL SURFACE COURSE	m3	278.000	3,558.40
		310.646	3,976.28
		25.902	331.55
0072                          2009.10	600.00	1.800	1,080.00
GRAVEL EMBEDMENT	StaM	1.800	1,080.00
		4.100	2,460.00
		0.000	0.00
0073                          2010.00	28.00	60.000	1,680.00
CRUSHED ROCK SURFACE COURSE	m3	60.000	1,680.00
		0.000	0.00
		0.000	0.00
0074                          2021.00	60.00	12.000	720.00
MAILBOX POST	EACH	12.000	720.00
		0.000	0.00
		0.000	0.00
0075                          3020.26	34.00	420.000	14,280.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	420.000	14,280.00
		0.000	0.00
		0.000	0.00
0076                          4003.00	3.50	2,893.000	10,125.50
CAST IRON COVER, FRAME, AND FLANGE	kg	2,893.000	10,125.50
		0.000	0.00
		0.000	0.00
0077                          4015.00	250.00	11.000	2,750.00
ADJUST MANHOLE TO GRADE	EACH	11.000	2,750.00
		0.000	0.00
		0.000	0.00
0078                          7011.20	45.00	26.670	1,200.15
W-BEAM GUARDRAIL	m	26.670	1,200.15
		0.000	0.00
		0.000	0.00
0079                          7021.70	1,950.00	4.000	7,800.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	7,800.00
		0.000	0.00
		0.000	0.00
0080                          7500.32	260.00	10.000	2,600.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	10.000	2,600.00
		0.000	0.00
		0.000	0.00
0081                          7502.04	6.26	300.000	1,878.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	300.000	1,878.00
		0.000	0.00
		0.000	0.00
0082                          7503.04	6.26	10,000.000	62,600.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	10,000.000	62,600.00
		0.000	0.00
		0.000	0.00
0083                          7509.04	18.75	800.000	15,000.00
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	800.000	15,000.00
		0.000	0.00
		0.000	0.00
0084                          8029.75	3.25	9,261.000	30,098.25
BITUMINOUS FOUNDATION COURSE	m2	9,261.000	30,098.25
		9,029.230	29,345.00
		0.000	0.00
0085                          8111.01	295.00	211.001	62,245.30
SHOULDER SUBGRADE PREPARATION	StaM	211.001	62,245.30
		216.624	63,904.08
		191.954	56,626.43
0086                          9000.75	10.60	400.000	4,240.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	400.000	4,240.00
SPS		0.000	0.00
		0.000	0.00
0087                          9005.00	22.90	200.000	4,580.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	200.000	4,580.00
SP4(12.5)		471.673	10,801.32
		0.000	0.00
0088                          9005.23	12.20	15,490.000	188,978.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	15,490.000	188,978.00
		9,825.247	119,868.01
		8,960.660	109,320.05
0089                          9005.45	19.25	31,540.000	607,145.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	31,540.000	607,145.00
		20,609.378	396,730.53
		1,384.870	26,658.75
0090                          9009.00	2.00	8,911.000	17,822.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	8,911.000	17,822.00
		0.000	0.00
		0.000	0.00
0091                          9009.75	22.00	5,194.000	114,268.00
TEMPORARY SURFACING	m2	5,194.000	114,268.00
		0.000	0.00
		0.000	0.00
0092                          9020.92	181.00	21.600	3,909.60
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0093                          9021.01	181.00	1,713.960	310,226.76
PERFORMANCE GRADED BINDER (64-22)	Mg	2,572.020	465,535.62
		1,554.201	281,310.37
		488.263	88,375.60
0094                          9021.03	181.00	836.460	151,399.26
PERFORMANCE GRADED BINDER (58-28)	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0095                          9034.00	1.50	7,389.000	11,083.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	7,389.000	11,083.50
		3,405.000	5,107.50
		3,405.000	5,107.50
0096                          9053.00	0.28	36,020.000	10,085.60
TACK COAT	L	36,020.000	10,085.60
		86,684.701	24,271.72
		10,892.959	3,050.03
0097                          9111.00	3.05	1,490.000	4,544.50
WATER	kL	1,490.000	4,544.50
		1,466.400	4,472.52
		705.000	2,150.25
0098                          9170.00	300.00	37.210	11,163.00
EARTH SHOULDER CONSTRUCTION	StaM	37.210	11,163.00
		0.000	0.00
		0.000	0.00
0099                          9173.00	525.00	37.466	19,669.65
SUBGRADE PREPARATION	StaM	37.466	19,669.65
		45.473	23,873.33
		5.754	3,020.85
0100                          9179.33	0.50	124,526.000	62,263.00
COLD MILLING, CLASS 3	m2	124,526.000	62,263.00
		132,053.159	66,026.58
		0.000	0.00
0101                          9188.50	34.50	27.000	931.50
SURFACING UNDER GUARDRAIL	m2	27.000	931.50
		0.000	0.00
		0.000	0.00
0102                          9300.50	4,000.00	1.000	4,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,790,572.97
		Current	1,790,572.97
		In place	1,084,659.42
		This Estimate	297,379.17
GROUP 10 GENERAL ITEMS
0103                          0001.08	0.50	2,352.000	1,176.00
BARRICADE, TYPE II	BDAY	2,352.000	1,176.00
		6,398.000	3,199.00
		578.000	289.00
0104                          0001.10	4.00	1,518.000	6,072.00
BARRICADE, TYPE III	BDAY	1,518.000	6,072.00
		3,418.000	13,672.00
		210.000	840.00
0105                          0001.30	3.80	342.000	1,299.60
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	342.000	1,299.60
		522.000	1,983.60
		42.000	159.60
0106                          0001.75	5.00	940.000	4,700.00
TEMPORARY SIGN DAY	EACH	940.000	4,700.00
		501.000	2,505.00
		80.000	400.00
0107                          0001.90	0.85	20,568.000	17,482.80
SIGN DAY	EACH	20,568.000	17,482.80
		20,563.000	17,478.55
		1,120.000	952.00
0108                          0002.30	3.00	800.000	2,400.00
PAVEMENT MARKING REMOVAL	m	800.000	2,400.00
		143.866	431.60
		0.000	0.00
0109                          0003.10	215.00	20.000	4,300.00
FLAGGING	DAY	20.000	4,300.00
		169.500	36,442.50
		16.500	3,547.50
0110                          0003.20	340.00	30.000	10,200.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	30.000	10,200.00
		21.000	7,140.00
		7.500	2,550.00
0111                          0010.04	2,000.00	1.000	2,000.00
FIELD OFFICE	EACH	1.000	2,000.00
		0.000	0.00
		0.000	0.00
0112                          0030.00	19,000.00	1.000	19,000.00
MOBILIZATION	LS	1.000	19,000.00
		1.000	19,000.00
		0.000	0.00
0113                          9110.01	50.00	40.000	2,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	40.000	2,000.00
		33.000	1,650.00
		0.500	25.00
0114                          9110.02	50.00	40.000	2,000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	40.000	2,000.00
		29.500	1,475.00
		0.000	0.00
0115                          9110.03	40.00	40.000	1,600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	40.000	1,600.00
		26.000	1,040.00
		0.500	20.00
0116                          9110.07	35.00	40.000	1,400.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	40.000	1,400.00
		31.500	1,102.50
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	75,630.40
		Current	75,630.40
		In place	107,119.75
		This Estimate	8,783.10
Totals for contract		Contracted	2,692,228.41
		Current	2,658,540.13
		In place	1,864,379.19
		This Estimate	308,904.30