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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0477 WESTERN ENGINEERING COMPANY, INC.
Contract ID:	6860
Estimate Number:	0021
Pay Period End Date:	02.01.2003

Contract Location:
MAXWELL - BRADY	Estimate Type:	PROG
Contractor:
WESTERN ENGINEERING COMPANY, INC.	Date Let:	09.20.2001
1149 WEST HIGHWAY 44	Date Awarded:	09.27.2001
PO BOX 350	Date Contract Executed:	10.17.2001
	Date Notice to Proceed:	10.17.2001
HARLAN IA 51537	Date Work Began:	02.18.2002
Phone:	Date Physical Work Completed:
(712)755-5191	Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
LINCOLN

Project Number		PCT			Fed State Project Number		Description
60860 000		0.000			F-30-2(1018)		GR CULV SEED BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,548,202.62	$3,531,450.80	$16,751.82
$3,611,955.04	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$3,548,202.62	$3,531,450.80	$16,751.82
$3,389,572.84	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
98.23%	Net Earnings	$3,523,202.62	$3,506,450.80	$16,751.82
	Liquidated Damages	-$22,590.00	-$22,590.00	$.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	$-1,995.53	$-1,995.53	$.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	-$24,585.53	-$24,585.53	$.00
	Payment	$3,498,617.09	$3,481,865.27	$16,751.82
Project Manager			Div. Head/Dist. Eng.
Brinker, Gary	02.03.2003		Thayer, Gary	02.05.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	02.05.2003
Controller Div. Processed
Burling, Laurie	02.05.2003

		Detailed breakdown of stockpiled materials
		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	22.000	4,400.00
COVER CROP SEEDING	ha	22.000	4,400.00
		0.000	0.00
		0.000	0.00
0002                          L020.00	3.50	1,710.000	5,985.00
EROSION CONTROL	m2	1,710.000	5,985.00
		1,771.650	6,200.78
		0.000	0.00
0003                          L022.25	20.00	1,037.000	20,740.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	1,037.000	20,740.00
		0.000	0.00
		0.000	0.00
0004                          0030.10	10,700.00	1.000	10,700.00
MOBILIZATION	LS	1.000	10,700.00
		1.000	10,700.00
		0.000	0.00
0005                          1000.00	625.00	9.000	5,625.00
LARGE TREE REMOVAL	EACH	9.000	5,625.00
		23.000	14,375.00
		0.000	0.00
0006                          1009.00	7,000.00	1.000	7,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0007                          1010.00	3.15	58,956.000	185,711.40
EXCAVATION	m3	71,132.000	224,065.80
		71,871.690	226,395.82
		0.000	0.00
0008                          1010.10	7.50	42,359.000	317,692.50
EXCAVATION, BORROW	m3	42,359.000	317,692.50
		42,359.000	317,692.50
		0.000	0.00
0009                          1011.00	2.00	7,599.000	15,198.00
WATER	kL	7,599.000	15,198.00
		0.000	0.00
		0.000	0.00
0010                          1021.10	2.50	11.000	27.50
REMOVE DELINEATOR UNITS	EACH	11.000	27.50
		0.000	0.00
		0.000	0.00
0011                          1041.00	0.55	51,300.000	28,215.00
SALVAGING AND PLACING TOPSOIL	m2	51,300.000	28,215.00
		53,376.000	29,356.80
		23,376.000	12,856.80
0012                          1042.00	0.85	9,955.000	8,461.75
SALVAGING AND PLACING HYDRIC SOIL	m2	9,955.000	8,461.75
		9,828.860	8,354.53
		0.000	0.00
0013                          1043.50	2.30	2,621.000	6,028.30
RIPRAP FILTER FABRIC	m2	2,621.000	6,028.30
		1,825.060	4,197.64
		0.000	0.00
0014                          1101.00	3.50	2,545.000	8,907.50
REMOVE PAVEMENT	m2	1,405.000	4,917.50
		1,199.000	4,196.50
		0.000	0.00
0015                          1102.00	3.50	10,527.000	36,844.50
REMOVE ASPHALT SURFACE	m2	10,527.000	36,844.50
		10,779.403	37,727.92
		0.000	0.00
0016                          1106.00	3.50	2,691.000	9,418.50
REMOVE DRIVEWAY	m2	2,691.000	9,418.50
		3,021.492	10,575.23
		0.000	0.00
0017                          1107.00	2.00	533.000	1,066.00
REMOVE WALK	m2	533.000	1,066.00
		494.197	988.39
		-40.640	-81.28
0018                          1705.42	190.00	30.000	5,700.00
1050 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4OR 5	m	30.000	5,700.00
		43.900	8,341.00
		0.000	0.00
0019                          6104.00	9.65	68.000	656.20
BROKEN CONCRETE RIPRAP	Mg	68.000	656.20
		266.540	2,572.11
		0.000	0.00
0020                          6105.02	49.00	1,845.000	90,405.00
ROCK RIPRAP, TYPE B	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0021                          7017.00	11.00	31.400	345.40
REMOVE GUARDRAIL	m	31.400	345.40
		30.700	337.70
		0.000	0.00
0022                          9110.09	70.00	15.000	1,050.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	15.000	1,050.00
		15.000	1,050.00
		0.000	0.00
4002                          1012.00	66.15	0.000	0.00
RIGHT-OF-WAY MARKER	EACH	163.000	10,782.45
		159.000	10,517.85
		0.000	0.00
4003                          1013.00	49.35	0.000	0.00
RESET RIGHT-OF-WAY MARKER	EACH	10.000	493.50
		2.000	98.70
		0.000	0.00
4010                          1305.24	78.75	0.000	0.00
600 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE	m	28.000	2,205.00
		42.670	3,360.26
		0.000	0.00
4011                          1300.30	103.95	0.000	0.00
750 mm DRIVEWAY CULVERT PIPE	m	57.000	5,925.15
		56.610	5,884.61
		0.000	0.00
4012                          1300.48	229.95	0.000	0.00
1200 mm DRIVEWAY CULVERT PIPE	m	14.600	3,357.27
		14.630	3,364.17
		0.000	0.00
4025                          6104.00	22.30	0.000	0.00
BROKEN CONCRETE RIPRAP	Mg	1,845.000	41,143.50
BROKEN CONCRETE RIPRAP HAULED FROM NORTH PLATTE STOCKPILE SITE		1,506.063	33,585.20
		0.000	0.00
GROUP 1 GRADING		Contracted	770,177.55
		Current	778,043.82
		In place	746,872.71
		This Estimate	12,775.52
GROUP 4 CULVERTS
0023                          P300.36	99.00	34.800	3,445.20
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	34.800	3,445.20
		33.140	3,280.86
		0.000	0.00
0024                          P372.36	116.00	69.500	8,062.00
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2,4 OR 5	m	69.500	8,062.00
		48.140	5,584.24
		0.000	0.00
0025                          P500.24	67.00	14.500	971.50
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	14.500	971.50
		14.640	980.88
		0.000	0.00
0026                          P500.36	99.00	43.300	4,286.70
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	43.300	4,286.70
		40.870	4,046.13
		0.000	0.00
0027                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0028                          4035.00	100.00	2.000	200.00
REMOVE FLARED-END SECTION	EACH	2.000	200.00
		1.000	100.00
		0.000	0.00
0029                          4040.00	100.00	5.000	500.00
REMOVE HEADWALLS FROM CULVERTS	EACH	5.000	500.00
		7.000	700.00
		0.000	0.00
0030                          4044.00	1,525.00	1.000	1,525.00
PREPARATION OF STRUCTURE	EACH	1.000	1,525.00
AT STA. 23+74.65		1.000	1,525.00
		0.000	0.00
0031                          4044.01	2,525.00	1.000	2,525.00
PREPARATION OF STRUCTURE	EACH	1.000	2,525.00
AT STA. 68+22.8		1.000	2,525.00
		0.000	0.00
0032                          4044.02	2,525.00	1.000	2,525.00
PREPARATION OF STRUCTURE	EACH	1.000	2,525.00
AT STA. 94+21.7		1.000	2,525.00
		0.000	0.00
0033                          4045.00	3,025.00	1.000	3,025.00
REMOVE STRUCTURE	EACH	1.000	3,025.00
AT STA. 16+38.2-10.4 m RT.		1.000	3,025.00
		0.000	0.00
0034                          4045.01	3,025.00	1.000	3,025.00
REMOVE STRUCTURE	EACH	1.000	3,025.00
AT STA. 57+64.5-14.1 m LT.		1.000	3,025.00
		0.000	0.00
0035                          4045.02	3,025.00	1.000	3,025.00
REMOVE STRUCTURE	EACH	1.000	3,025.00
AT STA. 74+70.18		1.000	3,025.00
		0.000	0.00
0036                          4045.03	3,025.00	1.000	3,025.00
REMOVE STRUCTURE	EACH	1.000	3,025.00
AT STA. 92+21.3		1.000	3,025.00
		0.000	0.00
0037                          4050.01	20.00	455.000	9,100.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	455.000	9,100.00
		429.810	8,596.20
		0.000	0.00
0038                          4051.01	20.00	205.000	4,100.00
EXCAVATION FOR BOX CULVERTS	m3	205.000	4,100.00
		641.674	12,833.48
		0.000	0.00
0039                          4101.06	330.00	200.940	66,310.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	200.940	66,310.20
		239.248	78,951.84
		0.000	0.00
0040                          4151.00	1.65	11,578.000	19,103.70
REINFORCING STEEL FOR BOX CULVERT	kg	11,578.000	19,103.70
		14,340.539	23,661.90
		0.000	0.00
0041                          4310.24	180.00	2.000	360.00
600 mm FLARED-END SECTION	EACH	2.000	360.00
		2.000	360.00
		0.000	0.00
0042                          4310.36	255.00	6.000	1,530.00
900 mm FLARED-END SECTION	EACH	6.000	1,530.00
		6.000	1,530.00
		0.000	0.00
0043                          4320.36	255.00	8.000	2,040.00
900 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	8.000	2,040.00
		4.000	1,020.00
		0.000	0.00
4013                          4450.24	199.50	0.000	0.00
600 mm REINFORCED CONCRETE PIPE	m	7.000	1,396.50
		7.000	1,396.50
		0.000	0.00
4014                          4460.24	577.50	0.000	0.00
600 mm CONCRETE FLARED END SECTION	EACH	1.000	577.50
		1.000	577.50
		0.000	0.00
4015                          4305.24	78.75	0.000	0.00
600 mm ROUND EQUIVALENT CULVERT PIPE	m	33.500	2,638.13
		33.520	2,639.70
		0.000	0.00
4016                          4320.24	262.50	0.000	0.00
600 mm ROUND EQUIVALENT FLARED END SECTION	EACH	2.000	525.00
		2.000	525.00
		0.000	0.00
4017                          0095.00	320.25	0.000	0.00
ADDITIONAL FREIGHT COSTS	LS	1.000	320.25
FREIGHT COSTS FOR REINFORCED CONCRETE CULVERT AND F.E.S.		1.000	320.25
		0.000	0.00
GROUP 4 CULVERTS		Contracted	141,184.30
		Current	146,641.68
		In place	168,279.48
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 129+56.4
0044                          0030.40	5,250.00	1.000	5,250.00
MOBILIZATION	LS	1.000	5,250.00
		0.860	4,515.00
		0.000	0.00
0045                          4044.03	4,500.00	1.000	4,500.00
PREPARATION OF STRUCTURE	EACH	1.000	4,500.00
AT STA. 129+56.4		1.000	4,500.00
		0.000	0.00
0046                          4051.01	20.00	37.000	740.00
EXCAVATION FOR BOX CULVERTS	m3	37.000	740.00
		117.630	2,352.60
		0.000	0.00
0047                          4101.06	330.00	80.700	26,631.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	80.700	26,631.00
		83.756	27,639.48
		0.000	0.00
0048                          4151.00	1.50	5,420.000	8,130.00
REINFORCING STEEL FOR BOX CULVERT	kg	5,420.000	8,130.00
		5,648.250	8,472.38
		0.000	0.00
GROUP 4A CULVERT AT STA. 129+56.4		Contracted	45,251.00
		Current	45,251.00
		In place	47,479.46
		This Estimate	0.00
GROUP 5 SEEDING
0049                          L001.01	1,300.00	9.000	11,700.00
SEEDING, TYPE A	ha	22.654	29,450.20
		22.654	29,450.20
		-0.002	-2.60
0050                          L001.02	1,000.00	13.000	13,000.00
SEEDING, TYPE B	ha	13.000	13,000.00
		8.990	8,990.00
		-0.010	-10.00
0051                          L001.18	1,450.00	2.040	2,958.00
SEEDING, TYPE WETLAND-HIGH	ha	2.040	2,958.00
		2.612	3,787.40
		0.000	0.00
0052                          L001.19	2,035.00	3.100	6,308.50
SEEDING, TYPE WETLAND-LOW	ha	3.100	6,308.50
		2.725	5,545.37
		-0.001	-2.04
0053                          L032.75	85.00	99.000	8,415.00
MULCH	Mg	142.398	12,103.83
		142.398	12,103.83
		-0.791	-67.24
0054                          0030.50	1,600.00	1.000	1,600.00
MOBILIZATION	LS	1.000	1,600.00
		1.000	1,600.00
		1.000	1,600.00
GROUP 5 SEEDING		Contracted	43,981.50
		Current	65,420.53
		In place	61,476.80
		This Estimate	1,518.12
GROUP 9 BITUMINOUS
0055                          L010.00	6.10	5,683.000	34,666.30
SODDING	m2	5,683.000	34,666.30
		0.000	0.00
		0.000	0.00
0056                          W600.03	230.00	9.000	2,070.00
ADJUST VALVE BOX TO GRADE	EACH	9.000	2,070.00
		10.000	2,300.00
		0.000	0.00
0057                          W600.16	250.00	11.000	2,750.00
ADJUST METER PIT TO GRADE	EACH	11.000	2,750.00
		10.000	2,500.00
		0.000	0.00
0058                          W600.21	1,200.00	2.000	2,400.00
ADJUST FIRE HYDRANT TO GRADE	EACH	2.000	2,400.00
		0.000	0.00
		0.000	0.00
0059                          0030.90	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00
0060                          2001.00	12.00	365.000	4,380.00
GRAVEL SURFACE COURSE	m3	365.000	4,380.00
		208.330	2,499.96
		7.740	92.88
0061                          2021.00	50.00	4.000	200.00
MAILBOX POST	EACH	4.000	200.00
		8.000	400.00
		0.000	0.00
0062                          3008.05	35.00	24.000	840.00
TIE BARS	EACH	24.000	840.00
		17.000	595.00
		0.000	0.00
0063                          3013.07	75.50	383.600	28,961.80
CONCRETE CLASS 47B-25 BARRIER CURB, TYPE I	m	383.600	28,961.80
		425.605	32,133.19
		-6.620	-499.81
0064                          3016.21	31.25	540.000	16,875.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	540.000	16,875.00
		546.393	17,074.79
		8.840	276.25
0065                          3031.14	152.00	141.000	21,432.00
205 mm CONCRETE BASE COURSE	m2	141.000	21,432.00
CLASS PR-25		141.000	21,432.00
		0.000	0.00
0066                          3040.11	152.00	3.600	547.20
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	3.600	547.20
		11.130	1,691.76
		0.000	0.00
0067                          3040.12	152.00	34.500	5,244.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	34.500	5,244.00
		34.040	5,174.08
		5.550	843.60
0068                          3040.13	152.00	34.000	5,168.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	34.000	5,168.00
		17.390	2,643.28
		0.000	0.00
0069                          3221.05	152.00	147.400	22,404.80
CONCRETE PAVEMENT, CLASS PR-25	m2	147.400	22,404.80
JOINT REPAIR		230.150	34,982.80
		5.370	816.24
0070                          4015.00	500.00	5.000	2,500.00
ADJUST MANHOLE TO GRADE	EACH	5.000	2,500.00
		4.000	2,000.00
		0.000	0.00
0071                          8029.85	2.25	75,749.000	170,435.25
BITUMINOUS FOUNDATION COURSE 125 mm	m2	75,749.000	170,435.25
		75,739.200	170,413.20
		0.000	0.00
0072                          8111.00	350.00	315.620	110,467.00
SHOULDER SUBGRADE PREPARATION	StaM	315.620	110,467.00
		315.580	110,453.00
		0.000	0.00
0073                          9000.01	40.00	254.000	10,160.00
ASPHALTIC CONCRETE	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0074                          9005.00	24.00	100.000	2,400.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,400.00
SP4(12.5)		8.000	192.00
		0.000	0.00
0075                          9005.23	12.60	23,925.000	301,455.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	23,900.000	301,140.00
		24,169.880	304,540.49
		0.000	0.00
0076                          9005.45	20.90	30,440.000	636,196.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	22,740.000	475,266.00
		22,932.430	479,287.79
		0.000	0.00
0077                          9009.00	4.35	8,959.000	38,971.65
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	8,879.000	38,623.65
		8,991.784	39,114.26
		0.000	0.00
0078                          9021.01	182.50	1,649.160	300,971.70
PERFORMANCE GRADED BINDER (64-22)	Mg	1,649.160	300,971.70
		1,488.662	271,680.81
		0.000	0.00
0079                          9021.03	182.50	1,300.000	237,250.00
PERFORMANCE GRADED BINDER (58-28)	Mg	1,299.000	237,067.50
		883.010	161,149.32
		0.000	0.00
0080                          9030.00	14.00	491.000	6,874.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0081                          9034.00	1.11	8,959.000	9,944.49
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	8,879.000	9,855.69
		7,877.784	8,744.34
		0.000	0.00
0082                          9053.00	0.28	121,960.000	34,148.80
TACK COAT	L	121,960.000	34,148.80
		176,401.000	49,392.28
		-90.000	-25.20
0083                          9111.00	2.50	1,894.000	4,735.00
WATER	kL	1,894.000	4,735.00
		2,279.740	5,699.35
		0.000	0.00
0084                          9179.24	1,330.00	158.410	210,685.30
COLD MILLING, CLASS 4	StaM	158.410	210,685.30
		157.820	209,900.60
		0.000	0.00
0085                          9300.50	4,500.00	1.000	4,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	4,500.00
		1.000	4,500.00
		0.000	0.00
4004                          3017.39	38.85	0.000	0.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	1,086.000	42,191.10
		1,092.184	42,431.35
		0.000	0.00
4005                          3012.05	73.50	0.000	0.00
CONCRETE CLASS 47B-20 MEDIAN CURB	m	491.000	36,088.50
		491.860	36,151.71
		-29.130	-2,141.06
4006                          9179.33	1.33	0.000	0.00
COLD MILLING, CLASS 3	m2	1,140.000	1,516.20
Class 3 Cold Milling of Intersections		1,114.000	1,481.62
		0.000	0.00
4007                          3900.22	217.027	0.000	0.00
ADDITIONAL COST	m3	45.000	9,766.22
Additional Concrete for Median Surfacing		40.807	8,856.22
		12.014	2,607.36
4008                          6960.06	2.07	0.000	0.00
ADDITIONAL WORK	m	400.000	828.00
Additional 1"x4" Expansion Material for Median Surfacing		491.860	1,018.15
		49.230	101.91
4009                          3041.25	272.16	0.000	0.00
BITUMINOUS PATCHING	Mg	11.000	2,993.76
		7.258	1,975.34
		0.000	0.00
4018                          3900.22	50.20	0.000	0.00
ADDITIONAL COST	m3	20.000	1,004.00
ADD. CONC. FOR 205MM CONCRETE BASE COURSE PR-25		19.060	956.81
		0.000	0.00
4019                          9005.45	18.2875	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	900.000	16,458.75
TEST STRIP DEDUCTION HIGH AIR VOID		900.000	16,458.75
		0.000	0.00
4020                          9005.45	18.81	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	680.000	12,790.80
90% PAY		680.000	12,790.80
		0.000	0.00
4021                          9005.45	18.862	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	680.000	12,826.16
90.25% PAY		680.000	12,826.16
		0.000	0.00
4022                          9005.45	19.855	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	4,080.000	81,008.40
95% PAY		4,080.000	81,008.40
		0.000	0.00
4023                          9005.45	20.252	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	1,360.000	27,542.72
96.90% PAY		1,360.000	27,542.72
		0.000	0.00
4024                          3016.02	53.32	0.000	0.00
CONCRETE SIDEWALK 155 MM	m2	80.000	4,265.60
		58.644	3,126.90
		0.000	0.00
4026                          9300.60	0.9384	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	13,701.540	12,857.53
		14,215.500	13,339.83
		513.960	482.30
4027                          9300.77	8.19	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	718.429	5,883.93
PG BINDER 64-22		745.378	6,104.64
		26.949	220.71
4028                          9300.56	0.4577	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	22,932.430	10,496.17
		22,932.430	10,496.17
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	2,269,633.29
		Current	2,369,252.83
		In place	2,257,059.87
		This Estimate	2,775.18
GROUP 10 GENERAL ITEMS
0086                          0001.08	0.50	40,080.000	20,040.00
BARRICADE, TYPE II	BDAY	40,080.000	20,040.00
		7,587.000	3,793.50
		-34.000	-17.00
0087                          0001.10	4.00	2,472.000	9,888.00
BARRICADE, TYPE III	BDAY	2,472.000	9,888.00
		4,256.000	17,024.00
		0.000	0.00
0088                          0001.30	4.00	504.000	2,016.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	504.000	2,016.00
		309.000	1,236.00
		0.000	0.00
0089                          0001.75	7.00	700.000	4,900.00
TEMPORARY SIGN DAY	EACH	700.000	4,900.00
		1,464.000	10,248.00
		0.000	0.00
0090                          0001.90	0.80	18,016.000	14,412.80
SIGN DAY	EACH	18,016.000	14,412.80
		21,905.000	17,524.00
		0.000	0.00
0091                          0002.55	20.00	315.640	6,312.80
OVERLAY BROKEN LINES	StaM	315.640	6,312.80
		515.165	10,303.30
		0.000	0.00
0092                          0002.60	20.00	631.280	12,625.60
OVERLAY SOLID LINES	StaM	631.280	12,625.60
		1,296.400	25,928.00
		0.000	0.00
0093                          0003.10	200.00	116.000	23,200.00
FLAGGING	DAY	116.000	23,200.00
		381.000	76,200.00
		-1.500	-300.00
0094                          0010.04	4,000.00	1.000	4,000.00
FIELD OFFICE	EACH	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0095                          0030.00	8,000.00	1.000	8,000.00
MOBILIZATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0096                          9110.01	55.00	80.000	4,400.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	80.000	4,400.00
		39.000	2,145.00
		0.000	0.00
0097                          9110.02	55.00	50.000	2,750.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	50.000	2,750.00
		0.000	0.00
		0.000	0.00
0098                          9110.03	45.00	80.000	3,600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	80.000	3,600.00
		58.500	2,632.50
		0.000	0.00
0099                          9110.07	40.00	80.000	3,200.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	80.000	3,200.00
		0.000	0.00
		0.000	0.00
4001                          1017.50	88,000.00	0.000	0.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	88,000.00
		1.000	88,000.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	119,345.20
		Current	207,345.20
		In place	267,034.30
		This Estimate	-317.00
Totals for contract		Contracted	3,389,572.84
		Current	3,611,955.05
		In place	3,548,202.62
		This Estimate	16,751.82