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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4058X
Estimate Number:	0003
Pay Period End Date:	05.25.2002

Contract Location:
GRAND ISLANDS EAST	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	03.14.2002
129 E 2ND ST	Date Awarded:	03.21.2002
PO BOX 1087	Date Contract Executed:	03.27.2002
	Date Notice to Proceed:	03.27.2002
HASTINGS NE 68902-1087	Date Work Began:	04.09.2002
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HALL

Project Number		PCT			Fed State Project Number		Description
40058 000		0.000			S-30-4(1019)		GR CONC PAVE CULV ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$785,269.55	$363,170.07	$422,099.48
$2,528,538.16	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$785,269.55	$363,170.07	$422,099.48
$2,455,189.41	Retainage	$-7,852.70	$-3,631.70	$-4,221.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
31.06%	Net Earnings	$777,416.85	$359,538.37	$417,878.48
	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	$279.19	$244.00	$35.19
	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	$279.19	$244.00	$35.19
	Payment	$777,696.04	$359,782.37	$417,913.67
Project Manager			Div. Head/Dist. Eng.
Griepenstroh, Scott	05.28.2002		Meyer, Keith	05.30.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.30.2002
Controller Div. Processed
Burling, Laurie	05.30.2002

		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	205.00	9.000	1,845.00
COVER CROP SEEDING	ha	9.000	1,845.00
		6.750	1,383.75
		6.750	1,383.75
0002                          P300.24	67.00	18.500	1,239.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	18.500	1,239.50
		14.600	978.20
		0.000	0.00
0003                          0030.10	18,000.00	1.000	18,000.00
MOBILIZATION	LS	1.000	18,000.00
		1.000	18,000.00
		0.000	0.00
0004                          1000.00	275.00	28.000	7,700.00
LARGE TREE REMOVAL	EACH	28.000	7,700.00
		14.000	3,850.00
		0.000	0.00
0005                          1009.00	1,300.00	1.000	1,300.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,300.00
		0.900	1,170.00
		0.000	0.00
0006                          1010.00	3.71	14,786.000	54,856.06
EXCAVATION	m3	14,786.000	54,856.06
		3,084.000	11,441.64
		480.000	1,780.80
0007                          1010.01	1.88	2,333.000	4,386.04
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,333.000	4,386.04
		0.000	0.00
		0.000	0.00
0008                          1010.10	6.38	12,331.000	78,671.78
EXCAVATION, BORROW	m3	12,331.000	78,671.78
		17,574.000	112,122.12
		2,146.000	13,691.48
0009                          1011.00	1.15	1,258.000	1,446.70
WATER	kL	1,258.000	1,446.70
		0.000	0.00
		0.000	0.00
0010                          1012.00	59.00	36.000	2,124.00
RIGHT-OF-WAY MARKERS	EACH	36.000	2,124.00
		33.000	1,947.00
		0.000	0.00
0011                          1041.00	0.97	39,830.000	38,635.10
SALVAGING AND PLACING TOPSOIL	m2	39,830.000	38,635.10
		5,890.000	5,713.30
		5,890.000	5,713.30
0012                          1090.00	1,500.00	2.000	3,000.00
ABANDON WELLS	EACH	2.000	3,000.00
		3.000	4,500.00
		0.000	0.00
0013                          1101.00	2.20	15,432.000	33,950.40
REMOVE PAVEMENT	m2	15,432.000	33,950.40
		451.000	992.20
		20.000	44.00
0014                          1102.00	2.20	3,493.000	7,684.60
REMOVE ASPHALT SURFACE	m2	3,493.000	7,684.60
		0.000	0.00
		0.000	0.00
0015                          1106.00	2.50	1,285.000	3,212.50
REMOVE DRIVEWAY	m2	1,285.000	3,212.50
		767.770	1,919.43
		92.770	231.93
0016                          1122.01	2.10	621.000	1,304.10
REMOVE CONCRETE MEDIAN SURFACING	m2	621.000	1,304.10
		0.000	0.00
		0.000	0.00
0017                          1124.00	7,020.00	1.000	7,020.00
REMOVE BUILDING	EACH	1.000	7,020.00
AT STA. 108+30 RT.		1.000	7,020.00
		0.000	0.00
0018                          1124.01	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 113+32 LT.		1.000	100.00
		0.000	0.00
0019                          1124.02	9,995.00	1.000	9,995.00
REMOVE BUILDING	EACH	1.000	9,995.00
AT STA. 114+00 RT.		1.000	9,995.00
		0.000	0.00
0020                          1124.03	10.00	1.000	10.00
REMOVE BUILDING	EACH	1.000	10.00
AT STA. 118+77 RT.		0.000	0.00
		0.000	0.00
0021                          1125.00	1,700.00	1.000	1,700.00
CLEAR TRACT	EACH	1.000	1,700.00
AT STA. 108+10 TO 108+50 RT.		1.000	1,700.00
		0.000	0.00
0022                          1125.01	1,700.00	1.000	1,700.00
CLEAR TRACT	EACH	1.000	1,700.00
AT STA. 113+90 TO 114+12 RT.		1.000	1,700.00
		0.000	0.00
0023                          1125.02	10.00	1.000	10.00
CLEAR TRACT	EACH	1.000	10.00
AT STA. 118+72 TO 118+82 RT.		0.000	0.00
		0.000	0.00
0024                          1701.18	48.00	37.000	1,776.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	37.000	1,776.00
		47.600	2,284.80
		16.000	768.00
0025                          1701.24	56.00	23.000	1,288.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	23.000	1,288.00
		21.500	1,204.00
		21.500	1,204.00
4406                          6960.02	15,120.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	15,120.00
(Asbestos Abatement)		1.000	15,120.00
		1.000	15,120.00
4407                          L022.11	10.76	0.000	0.00
FABRIC SILT FENCE-LOW POROSITY	m	330.000	3,550.80
		56.900	612.24
		56.900	612.24
4408                          L022.75	22.47	0.000	0.00
TEMPORARY SILT CHECK	m	60.000	1,348.20
		25.800	579.73
		25.800	579.73
4409                          P500.18	95.86	0.000	0.00
450 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	5.500	527.23
(Temporary)		5.500	527.23
		5.500	527.23
4410                          1111.00	1.83	0.000	0.00
REMOVE FENCE	m	798.540	1,461.33
		798.540	1,461.33
		798.540	1,461.33
4601                          1010.40	12.76	0.000	0.00
REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL	m3	3,245.000	41,406.20
		4,696.000	59,920.96
		4,696.000	59,920.96
GROUP 1 GRADING		Contracted	282,954.78
		Current	346,368.54
		In place	266,242.93
		This Estimate	103,038.75
GROUP 3 CONCRETE PAVEMENT
0026                          L001.02	1,031.00	3.500	3,608.50
SEEDING, TYPE B	ha	3.500	3,608.50
		0.000	0.00
		0.000	0.00
0027                          L032.75	90.00	16.000	1,440.00
MULCH	Mg	16.000	1,440.00
		0.000	0.00
		0.000	0.00
0028                          0030.30	82,000.00	1.000	82,000.00
MOBILIZATION	LS	1.000	82,000.00
		1.000	82,000.00
		0.988	81,016.00
0029                          2001.00	8.95	100.000	895.00
GRAVEL SURFACE COURSE	m3	100.000	895.00
		0.000	0.00
		0.000	0.00
0030                          3013.11	70.00	59.000	4,130.00
CONCRETE CLASS 47B-25 BARRIER CURB	m	59.000	4,130.00
		0.000	0.00
		0.000	0.00
0031                          3016.21	28.00	1,309.000	36,652.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	1,309.000	36,652.00
		0.000	0.00
		0.000	0.00
0032                          3017.40	29.50	1,644.000	48,498.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	1,644.000	48,498.00
		0.000	0.00
		0.000	0.00
0033                          3020.26	33.00	880.000	29,040.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	880.000	29,040.00
		114.157	3,767.18
		114.157	3,767.18
0034                          3020.32	35.00	379.000	13,265.00
CONCRETE CLASS 47B-HE-25 DRIVEWAY	m2	379.000	13,265.00
		0.000	0.00
		0.000	0.00
0035                          3075.42	33.46	6,701.000	224,215.46
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	6,701.000	224,215.46
		2,136.725	71,494.82
		564.739	18,896.17
0036                          3075.46	33.33	26,655.000	888,411.15
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	26,655.000	888,411.15
		4,255.756	141,844.35
		3,198.216	106,596.54
0037                          3089.25	32.48	890.000	28,907.20
TEMPORARY SURFACING	m2	890.000	28,907.20
200 mm		0.000	0.00
		0.000	0.00
0038                          3091.25	38.12	1,214.000	46,277.68
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	1,214.000	46,277.68
		0.000	0.00
		0.000	0.00
0039                          3300.65	50.00	18.000	900.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	18.000	900.00
		0.000	0.00
		0.000	0.00
0040                          7502.04	6.00	670.000	4,020.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	670.000	4,020.00
		0.000	0.00
		0.000	0.00
0041                          7503.04	6.20	1,410.000	8,742.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	1,410.000	8,742.00
		0.000	0.00
		0.000	0.00
0042                          7509.04	16.85	84.000	1,415.40
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	84.000	1,415.40
		0.000	0.00
		0.000	0.00
0043                          8029.10	3.35	34,610.000	115,943.50
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	34,610.000	115,943.50
		6,242.664	20,912.92
		3,613.138	12,104.01
0044                          9005.25	42.30	1,550.000	65,565.00
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	1,550.000	65,565.00
		0.000	0.00
		0.000	0.00
0045                          9005.45	48.90	230.000	11,247.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	230.000	11,247.00
		0.000	0.00
		0.000	0.00
0046                          9009.00	4.00	219.000	876.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	219.000	876.00
		0.000	0.00
		0.000	0.00
0047                          9021.01	180.00	96.120	17,301.60
PERFORMANCE GRADED BINDER (64-22)	Mg	96.120	17,301.60
		0.000	0.00
		0.000	0.00
0048                          9053.00	0.26	1,950.000	507.00
TACK COAT	L	1,950.000	507.00
		0.000	0.00
		0.000	0.00
0049                          9111.00	1.35	719.000	970.65
WATER	kL	719.000	970.65
		0.000	0.00
		0.000	0.00
0050                          9170.00	210.00	58.899	12,368.79
EARTH SHOULDER CONSTRUCTION	StaM	58.899	12,368.79
		7.000	1,470.00
		7.000	1,470.00
0051                          9173.20	1.20	40,076.000	48,091.20
SUBGRADE PREPARATION	m2	40,076.000	48,091.20
		6,356.821	7,628.18
		3,727.295	4,472.75
GROUP 3 CONCRETE PAVEMENT		Contracted	1,695,288.13
		Current	1,695,288.13
		In place	329,117.45
		This Estimate	228,322.65
GROUP 4 CULVERTS
0052                          P372.18	115.00	21.500	2,472.50
450 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2,4 OR 5	m	21.500	2,472.50
		44.900	5,163.50
		0.000	0.00
0053                          P500.18	75.00	14.000	1,050.00
450 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	14.000	1,050.00
		0.000	0.00
		0.000	0.00
0054                          P500.24	105.00	44.000	4,620.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	44.000	4,620.00
		45.400	4,767.00
		0.000	0.00
0055                          P700.12	65.00	5.000	325.00
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	5.000	325.00
		0.000	0.00
		0.000	0.00
0056                          P700.18	85.00	10.000	850.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	10.000	850.00
		4.000	340.00
		0.000	0.00
0057                          P700.24	108.00	356.000	38,448.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	356.000	38,448.00
		0.000	0.00
		0.000	0.00
0058                          P700.36	190.00	340.000	64,600.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	340.000	64,600.00
		116.760	22,184.40
		116.760	22,184.40
0059                          P775.24	190.00	65.000	12,350.00
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	65.000	12,350.00
		0.000	0.00
		0.000	0.00
0060                          P775.42	345.00	221.000	76,245.00
1050 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	221.000	76,245.00
		217.440	75,016.80
		140.040	48,313.80
0061                          P775.48	470.00	106.300	49,961.00
1200 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	106.300	49,961.00
		102.600	48,222.00
		0.000	0.00
0062                          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
0063                          1119.00	85.00	5.000	425.00
REMOVE INLET	EACH	5.000	425.00
		0.000	0.00
		0.000	0.00
0064                          4002.00	3.60	1,254.000	4,514.40
CAST IRON COVER AND FRAME	kg	1,254.000	4,514.40
		0.000	0.00
		0.000	0.00
0065                          4004.50	3.20	374.000	1,196.80
CAST IRON GRATE AND FRAME	kg	374.000	1,196.80
		374.000	1,196.80
		0.000	0.00
0066                          4035.00	65.00	1.000	65.00
REMOVE FLARED-END SECTION	EACH	1.000	65.00
		0.000	0.00
		0.000	0.00
0067                          4040.00	90.00	1.000	90.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	90.00
		0.000	0.00
		0.000	0.00
0068                          4050.01	7.90	398.000	3,144.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	398.000	3,144.20
		42.000	331.80
		0.000	0.00
0069                          4105.59	375.00	71.970	26,988.75
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	71.970	26,988.75
		14.150	5,306.25
		2.280	855.00
0070                          4155.50	1.30	2,225.040	2,892.55
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	2,225.040	2,892.55
		40.000	52.00
		0.000	0.00
0071                          4310.12	270.00	1.000	270.00
300 mm FLARED-END SECTION	EACH	1.000	270.00
		0.000	0.00
		0.000	0.00
0072                          4310.18	380.00	4.000	1,520.00
450 mm FLARED-END SECTION	EACH	4.000	1,520.00
		0.000	0.00
		0.000	0.00
0073                          4310.24	550.00	4.000	2,200.00
600 mm FLARED-END SECTION	EACH	4.000	2,200.00
		3.000	1,650.00
		3.000	1,650.00
0074                          4320.18	580.00	2.000	1,160.00
450 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,160.00
		5.000	2,900.00
		5.000	2,900.00
0075                          4320.48	1,170.00	1.000	1,170.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	1,170.00
		1.000	1,170.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	299,058.20
		Current	299,058.20
		In place	170,800.55
		This Estimate	75,903.20
GROUP 8B ELECTRICAL
0076                          A001.01	400.00	13.000	5,200.00
PULL BOX, TYPE PB-1	EACH	13.000	5,200.00
		0.000	0.00
		0.000	0.00
0077                          A001.02	325.00	6.000	1,950.00
PULL BOX, TYPE PB-1A	EACH	6.000	1,950.00
		0.000	0.00
		0.000	0.00
0078                          A001.12	265.00	2.000	530.00
PULL BOX, TYPE PB-5	EACH	2.000	530.00
		0.000	0.00
		0.000	0.00
0079                          A001.16	325.00	2.000	650.00
PULL BOX, TYPE PB-6	EACH	2.000	650.00
		0.000	0.00
		0.000	0.00
0080                          A004.00	650.00	8.000	5,200.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	8.000	5,200.00
		0.000	0.00
		0.000	0.00
0081                          A004.10	580.00	2.000	1,160.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	2.000	1,160.00
		0.000	0.00
		0.000	0.00
0082                          A006.15	350.00	2.000	700.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	2.000	700.00
		0.000	0.00
		0.000	0.00
0083                          A006.98	100.00	27.000	2,700.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	27.000	2,700.00
		9.000	900.00
		9.000	900.00
0084                          A007.00	125.00	17.000	2,125.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	17.000	2,125.00
		5.000	625.00
		0.000	0.00
0085                          A009.27	1,425.00	28.000	39,900.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-2.4-0.25	EACH	28.000	39,900.00
		0.000	0.00
		0.000	0.00
0086                          A012.41	5,400.00	3.000	16,200.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-15.5-3.0	EACH	3.000	16,200.00
		0.000	0.00
		0.000	0.00
0087                          A012.93	7,165.00	1.000	7,165.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-20.0-3.0	EACH	1.000	7,165.00
		0.000	0.00
		0.000	0.00
0088                          A020.30	1,155.00	2.000	2,310.00
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	2,310.00
		0.000	0.00
		0.000	0.00
0089                          A070.10	5.60	1,705.000	9,548.00
38 mm CONDUIT IN TRENCH	m	1,705.000	9,548.00
		0.000	0.00
		0.000	0.00
0090                          A070.14	6.40	129.000	825.60
50 mm CONDUIT IN TRENCH	m	129.000	825.60
		0.000	0.00
		0.000	0.00
0091                          A072.10	5.60	268.000	1,500.80
38 mm CONDUIT UNDER ROADWAY	m	268.000	1,500.80
		21.100	118.16
		0.000	0.00
0092                          A072.14	6.40	73.100	467.84
50 mm CONDUIT UNDER ROADWAY	m	73.100	467.84
		25.700	164.48
		0.000	0.00
0093                          A072.18	11.00	98.200	1,080.20
75 mm CONDUIT UNDER ROADWAY	m	98.200	1,080.20
		21.100	232.10
		0.000	0.00
0094                          A077.22	3.35	179.600	601.66
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	179.600	601.66
		0.000	0.00
		0.000	0.00
0095                          A079.01	1.50	341.000	511.50
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	341.000	511.50
		0.000	0.00
		0.000	0.00
0096                          A079.50	0.70	174.000	121.80
GROUNDING CONDUCTOR	m	174.000	121.80
		0.000	0.00
		0.000	0.00
0097                          A079.55	1.50	60.000	90.00
SERVICE CABLE	m	60.000	90.00
		0.000	0.00
		0.000	0.00
0098                          A080.10	2.50	3,946.000	9,865.00
STREET LIGHTING CABLE, NO. 2 USE	m	3,946.000	9,865.00
		0.000	0.00
		0.000	0.00
0099                          A080.13	1.30	1,973.000	2,564.90
STREET LIGHTING CABLE, NO. 4 BARE	m	1,973.000	2,564.90
		0.000	0.00
		0.000	0.00
0100                          A500.20	1,865.00	1.000	1,865.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	1,865.00
		0.000	0.00
		0.000	0.00
0101                          0003.75	4,660.00	1.000	4,660.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	4,660.00
		0.000	0.00
		0.000	0.00
0102                          0030.81	3,050.00	1.000	3,050.00
MOBILIZATION	LS	1.000	3,050.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	122,542.30
		Current	122,542.30
		In place	2,039.74
		This Estimate	900.00
GROUP 10 GENERAL ITEMS
0103                          0001.08	0.50	8,250.000	4,125.00
BARRICADE, TYPE II	BDAY	8,250.000	4,125.00
		1,448.000	724.00
		758.000	379.00
0104                          0001.10	2.00	3,262.000	6,524.00
BARRICADE, TYPE III	BDAY	3,262.000	6,524.00
		631.000	1,262.00
		270.000	540.00
0105                          0001.30	2.00	460.000	920.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	460.000	920.00
		170.000	340.00
		62.000	124.00
0106                          0001.75	5.50	180.000	990.00
TEMPORARY SIGN DAY	EACH	180.000	990.00
		278.000	1,529.00
		191.000	1,050.50
0107                          0001.90	0.50	5,834.000	2,917.00
SIGN DAY	EACH	5,834.000	2,917.00
		1,763.000	881.50
		618.000	309.00
0108                          0002.30	1.20	500.000	600.00
PAVEMENT MARKING REMOVAL	m	500.000	600.00
		0.000	0.00
		0.000	0.00
0109                          0002.39	2.90	7,000.000	20,300.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	7,000.000	20,300.00
		0.000	0.00
		0.000	0.00
0110                          0002.47	1.25	500.000	625.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	500.000	625.00
		0.000	0.00
		0.000	0.00
0111                          0002.97	20.00	216.000	4,320.00
FLASHING ARROW PANEL	DAY	216.000	4,320.00
		0.000	0.00
		0.000	0.00
0112                          0003.10	175.00	50.000	8,750.00
FLAGGING	DAY	50.000	8,750.00
		7.000	1,225.00
		4.000	700.00
0113                          0010.04	275.00	1.000	275.00
FIELD OFFICE	EACH	1.000	275.00
		1.000	275.00
		0.000	0.00
0114                          0030.00	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		1.000	5,000.00
4401                          2011.05	18.50	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	310.000	5,735.00
		276.480	5,114.88
		276.480	5,114.88
4402                          9110.01	60.00	0.000	0.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,200.00
		3.250	195.00
		3.250	195.00
4403                          9110.02	55.00	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,100.00
		9.500	522.50
		9.500	522.50
4404                          9110.03	50.00	0.000	0.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	1,000.00
		0.000	0.00
		0.000	0.00
4405                          9110.07	45.00	0.000	0.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	900.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	55,346.00
		Current	65,281.00
		In place	17,068.88
		This Estimate	13,934.88
Totals for contract		Contracted	2,455,189.41
		Current	2,528,538.17
		In place	785,269.55
		This Estimate	422,099.48