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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1613 COLLINS CONTRACTING COMPANY, INC./M. E.
Contract ID:	2692X
Estimate Number:	0018
Pay Period End Date:	03.15.2002

Contract Location:
SNYDER EAST	Estimate Type:	PROG
Contractor:
COLLINS CONTRACTING COMPANY, INC./M. E.	Date Let:	12.07.2000
PO BOX 83	Date Awarded:	12.14.2000
	Date Contract Executed:	12.27.2000
	Date Notice to Proceed:	12.27.2000
WAHOO NE 68066	Date Work Began:	05.21.2001
Phone:	Date Physical Work Completed:
(402)443-3663	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
DODGE

Project Number		PCT			Fed State Project Number		Description
21692 000		0.000			EACSTPD-91-6(107)		GR CONC PAVE CULV BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,899,315.78	$1,877,154.43	$22,161.35
$1,799,773.94	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,899,315.78	$1,877,154.43	$22,161.35
$1,747,611.10	Retainage	$-18,993.16	$-18,771.54	$-221.62
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
105.53%	Net Earnings	$1,880,322.62	$1,858,382.89	$21,939.73
	Liquidated Damages	-$21,978.00	-$21,978.00	$.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	$-22.05	$-10.17	$-11.88
	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	-$22,000.05	-$21,988.17	-$11.88
	Payment	$1,858,322.57	$1,836,394.72	$21,927.85
Project Manager			Div. Head/Dist. Eng.
Trujillo, Ray	03.15.2002		Lech, Marvin (Marv)	03.18.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	03.18.2002
Controller Div. Processed
Burling, Laurie	03.19.2002

		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                          L020.00	1.60	5,696.000	9,113.60
EROSION CONTROL	m2	5,696.000	9,113.60
		5,452.350	8,723.76
		1,547.830	2,476.53
0002                          L020.09	10.40	720.000	7,488.00
EROSION CONTROL, TYPE AAA	m2	720.000	7,488.00
		618.100	6,428.24
		0.000	0.00
0003                          L022.11	10.40	122.000	1,268.80
FABRIC SILT FENCE-LOW POROSITY	m	122.000	1,268.80
		645.000	6,708.00
		0.000	0.00
0004                          0030.10	7,090.30	1.000	7,090.30
MOBILIZATION	LS	1.000	7,090.30
		1.000	7,090.30
		0.073	517.59
0005                          1009.00	2,094.00	1.000	2,094.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,094.00
		1.000	2,094.00
		0.000	0.00
0006                          1011.00	2.10	555.000	1,165.50
WATER	kL	278.000	583.80
		0.000	0.00
		0.000	0.00
0007                          1012.00	90.90	15.000	1,363.50
RIGHT-OF-WAY MARKERS	EACH	15.000	1,363.50
		13.000	1,181.70
		0.000	0.00
0008                          1021.10	10.70	25.000	267.50
REMOVE DELINEATOR UNITS	EACH	25.000	267.50
		12.000	128.40
		0.000	0.00
0009                          1030.00	5.70	5,501.000	31,355.70
EARTHWORK MEASURED IN EMBANKMENT	m3	5,501.000	31,355.70
		5,501.000	31,355.70
		201.000	1,145.70
0010                          1101.00	8.00	210.040	1,680.32
REMOVE PAVEMENT	m2	210.040	1,680.32
		73.768	590.14
		0.000	0.00
0011                          1106.00	8.00	75.000	600.00
REMOVE DRIVEWAY	m2	75.000	600.00
		90.778	726.22
		0.000	0.00
0012                          1107.00	8.00	15.600	124.80
REMOVE WALK	m2	15.600	124.80
		29.210	233.68
		0.000	0.00
0013                          7017.00	8.10	75.480	611.39
REMOVE GUARDRAIL	m	75.480	611.39
		80.480	651.88
		0.000	0.00
0014                          9110.01	58.00	10.000	580.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	580.00
		6.000	348.00
		0.000	0.00
0015                          9110.03	58.00	10.000	580.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	580.00
		5.000	290.00
		0.000	0.00
0016                          9110.07	34.80	10.000	348.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	348.00
		1.000	34.80
		0.000	0.00
4006                          L006.00	210.00	0.000	0.00
COVER CROP SEEDING	ha	4.000	840.00
		1.000	210.00
		0.000	0.00
GROUP 1 GRADING		Contracted	65,731.41
		Current	65,989.71
		In place	66,794.82
		This Estimate	4,139.82
GROUP 3 CONCRETE PAVEMENT
0017                          L001.02	1,350.60	4.500	6,077.70
SEEDING, TYPE B	ha	4.500	6,077.70
		6.120	8,265.67
		0.000	0.00
0018                          L010.00	20.90	20.000	418.00
SODDING	m2	20.000	418.00
		21.070	440.37
		0.000	0.00
0019                          L032.75	73.30	22.500	1,649.25
MULCH	Mg	22.500	1,649.25
		27.540	2,018.68
		-0.160	-11.73
0020                          0002.45	75.40	4.640	349.86
TEMPORARY BROKEN LINES	StaM	4.640	349.86
		0.000	0.00
		0.000	0.00
0021                          0003.51	34.00	160.000	5,440.00
INSTALL CONCRETE PROTECTION BARRIER	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0022                          0030.90	53,100.00	1.000	53,100.00
MOBILIZATION	LS	1.000	53,100.00
		1.000	53,100.00
		0.000	0.00
0023                          1020.03	16.40	30.000	492.00
DELINEATOR, TYPE III	EACH	30.000	492.00
		29.000	475.60
		0.000	0.00
0024                          1102.05	8.30	194.000	1,610.20
REMOVE ASPHALT SURFACING FROM PAVEMENT	m2	194.000	1,610.20
		389.564	3,233.38
		15.564	129.18
0025                          2001.03	16.00	100.000	1,600.00
GRAVEL SURFACE COURSE	Mg	100.000	1,600.00
		54.010	864.16
		31.750	508.00
0026                          3008.05	4.90	10,036.000	49,176.40
TIE BARS	EACH	10,036.000	49,176.40
		9,863.000	48,328.70
		10.000	49.00
0027                          3008.20	13.00	2,328.000	30,264.00
CROSS STITCHING	EACH	2,328.000	30,264.00
		367.000	4,771.00
		0.000	0.00
0028                          3016.21	53.80	22.600	1,215.88
CONCRETE CLASS 47B-20 SIDEWALKS	m2	22.600	1,215.88
		29.210	1,571.50
		0.000	0.00
0029                          3020.26	45.90	86.000	3,947.40
CONCRETE CLASS 47B-25 DRIVEWAY	m2	86.000	3,947.40
		101.979	4,680.84
		0.000	0.00
0030                          3040.11	133.30	13.900	1,852.87
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	13.900	1,852.87
		65.097	8,677.43
		3.809	507.74
0031                          3040.12	105.70	158.500	16,753.45
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	158.500	16,753.45
		184.931	19,547.21
		26.045	2,752.96
0032                          3040.13	102.10	563.000	57,482.30
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	563.000	57,482.30
		1,098.612	112,168.30
		-29.962	-3,059.12
0033                          3040.18	124.60	90.500	11,276.30
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH	m2	90.500	11,276.30
		59.881	7,461.17
		-1.888	-235.24
0034                          3075.31	27.00	11,115.600	300,121.20
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	11,115.600	300,121.20
		11,125.096	300,377.60
		128.208	3,461.62
0035                          3089.25	43.60	417.600	18,207.36
TEMPORARY SURFACING	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0036                          3210.10	2.90	41,279.000	119,709.10
DIAMOND GRINDING AND TEXTURING CONCRETE PAVEMENT	m2	41,279.000	119,709.10
		41,408.880	120,085.75
		1,144.880	3,320.15
0037                          3211.00	3.80	14,548.000	55,282.40
SEALING TRANSVERSE JOINT	m	14,548.000	55,282.40
		8,408.000	31,950.40
		1,348.250	5,123.35
0038                          3211.10	4.90	389.000	1,906.10
SEALING TRANSVERSE WORKING CRACK	m	389.000	1,906.10
		116.645	571.56
		116.645	571.56
0039                          3221.05	101.20	26.600	2,691.92
CONCRETE PAVEMENT, CLASS PR-25	m2	26.600	2,691.92
JOINT REPAIR		91.570	9,266.88
		0.114	11.54
0040                          3300.50	1,207.20	1.000	1,207.20
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	1,207.20
		1.000	1,207.20
		0.000	0.00
0041                          4015.00	400.00	5.000	2,000.00
ADJUST MANHOLE TO GRADE	EACH	5.000	2,000.00
		4.000	1,600.00
		0.000	0.00
0042                          8029.86	3.80	11,307.000	42,966.60
BITUMINOUS FOUNDATION COURSE 150 mm	m2	11,307.000	42,966.60
		0.000	0.00
		0.000	0.00
0043                          8060.05	61.00	317.000	19,337.00
GRANULAR SUBDRAIN	EACH	317.000	19,337.00
		317.000	19,337.00
		0.000	0.00
0044                          9000.75	30.10	100.000	3,010.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	3,010.00
SP3(12.5)		0.000	0.00
		0.000	0.00
0045                          9005.35	50.10	890.000	44,589.00
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	890.000	44,589.00
		962.260	48,209.22
		-5.770	-289.08
0046                          9053.00	0.12	5,170.000	620.40
TACK COAT	L	5,170.000	620.40
		3,785.430	454.25
		0.000	0.00
0047                          9111.00	5.70	736.000	4,195.20
WATER	kL	736.000	4,195.20
		0.000	0.00
		0.000	0.00
0048                          9170.00	249.40	122.900	30,651.26
EARTH SHOULDER CONSTRUCTION	StaM	122.900	30,651.26
		123.890	30,898.17
		5.870	1,463.98
0049                          9173.10	449.00	121.960	54,760.04
SUBGRADE PREPARATION FOR WIDENING	StaM	121.960	54,760.04
		123.510	55,455.99
		2.930	1,315.57
0050                          9179.80	1,047.00	1.000	1,047.00
MILLING CONCRETE FOR INLAYS	EACH	1.000	1,047.00
		2.000	2,094.00
		0.000	0.00
0051                          9185.27	1.20	1,837.000	2,204.40
MILLING CONCRETE PAVEMENT	m2	1,837.000	2,204.40
		2,129.300	2,555.16
		0.000	0.00
0052                          9188.50	20.10	556.000	11,175.60
SURFACING UNDER GUARDRAIL	m2	556.000	11,175.60
		667.280	13,412.33
		43.080	865.91
042                           8029.86	3.80	0.000	0.00
BITUMINOUS FOUNDATION COURSE 150 mm	m2	-11,307.000	-42,966.60
SUBSTITUTE AGG. FOUNDATION COURSE, ITEM 4001		0.000	0.00
		0.000	0.00
4000                          0003.51	30.00	0.000	0.00
INSTALL CONCRETE PROTECTION BARRIER	m	160.000	4,800.00
Schuyler Yard		180.000	5,400.00
		0.000	0.00
4001                          8029.04	5.60	0.000	0.00
AGGREGATE FOUNDATION COURSE 100 mm	m2	11,307.000	63,319.20
SUB FOR BITUMINOUS FOUNDATION COURSE, ITEM 042		11,125.096	62,300.54
		163.438	915.25
4002                          3089.25	53.50	0.000	0.00
TEMPORARY SURFACING	m2	417.600	22,341.60
255mm TEMPORARY SURFACING		727.735	38,933.82
		0.000	0.00
4003                          9400.01	356.00	0.000	0.00
ASPHALTIC CONCRETE INLAY	EACH	1.000	356.00
SAWING FOR TIE-IN AT INTERSECTION		1.000	356.00
		0.000	0.00
4004                          0002.45	63.00	0.000	0.00
TEMPORARY BROKEN LINES	StaM	64.000	4,032.00
		72.150	4,545.45
		0.000	0.00
4005                          0002.40	57.75	0.000	0.00
TEMPORARY SOLID LINES	StaM	128.000	7,392.00
		119.670	6,910.94
		0.000	0.00
4007                          0096.21		1.000
MOBILIZATION	EACH	17.000	0.00
		16.000	11,760.00
		0.000	0.00
4009                          3075.31	35.00	0.000	0.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	40.000	1,400.00
FOR INTERSECTION 105+71.68 RT.		70.890	2,481.15
		0.000	0.00
4010                          A110.03	65.00	0.000	0.00
REPAIR	EACH	34.000	2,210.00
PAVE PATCH 3000 - MICRO PATCHES		34.000	2,210.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	958,387.39
		Current	1,009,384.23
		In place	1,047,977.42
		This Estimate	17,400.64
GROUP 4 CULVERTS
0053                          0030.40	2,993.10	1.000	2,993.10
MOBILIZATION	LS	1.000	2,993.10
		1.000	2,993.10
		0.000	0.00
0054                          1043.50	2.60	370.000	962.00
RIPRAP FILTER FABRIC	m2	370.000	962.00
		271.190	705.09
		0.000	0.00
0055                          4044.00	1,795.80	1.000	1,795.80
PREPARATION OF STRUCTURE	EACH	1.000	1,795.80
AT STA. 158+30		0.000	0.00
		0.000	0.00
0056                          4050.01	16.00	155.000	2,480.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	155.000	2,480.00
		155.000	2,480.00
		0.000	0.00
0057                          4120.06	559.80	2.960	1,657.01
CLASS 47B-20 OR AX-20 FOR CONCRETE BOX CULVERT PLUG	m3	2.960	1,657.01
		0.000	0.00
		0.000	0.00
0058                          4450.54	398.80	44.000	17,547.20
1350 mm REINFORCED CONCRETE PIPE	m	44.000	17,547.20
		44.000	17,547.20
		0.000	0.00
0059                          4451.54	361.90	42.000	15,199.80
1350 mm REINFORCED CONCRETE PIPE CLASS IV	m	42.000	15,199.80
		42.000	15,199.80
		0.000	0.00
0060                          4460.54	1,374.40	4.000	5,497.60
1350 mm CONCRETE FLARED-END SECTION	EACH	4.000	5,497.60
		4.000	5,497.60
		0.000	0.00
0061                          4670.05	158.40	46.000	7,286.40
CULVERT SANDFILL	m3	46.000	7,286.40
		46.000	7,286.40
		0.000	0.00
0062                          4830.54	662.30	42.000	27,816.60
JACKING 1350 mm REINFORCED CONCRETE PIPE CLASS IV	m	42.000	27,816.60
		42.000	27,816.60
		0.000	0.00
0063                          6105.02	37.30	69.000	2,573.70
ROCK RIPRAP, TYPE B	Mg	69.000	2,573.70
		69.000	2,573.70
		0.000	0.00
0064                          6106.00	20.00	90.700	1,814.00
PLACING RIPRAP	Mg	90.700	1,814.00
		90.700	1,814.00
		0.000	0.00
4008                          2015.02	31.86	0.000	0.00
CRUSHED ROCK BEDDING	m3	16.440	523.78
		16.440	523.78
		0.000	0.00
GROUP 4 CULVERTS		Contracted	87,623.21
		Current	88,146.99
		In place	84,437.27
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 129+16.30
0065                          0030.60	41,469.00	1.000	41,469.00
MOBILIZATION	LS	1.000	41,469.00
		1.000	41,469.00
		0.000	0.00
0066                          1010.01	6.20	635.000	3,937.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	635.000	3,937.00
		635.000	3,937.00
		0.000	0.00
0067                          1043.50	3.10	90.000	279.00
RIPRAP FILTER FABRIC	m2	90.000	279.00
		307.300	952.63
		200.000	620.00
0068                          3050.15	207.30	140.040	29,030.29
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	140.040	29,030.29
		140.040	29,030.29
		0.000	0.00
0069                          3051.10	1.20	9,090.000	10,908.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,090.000	10,908.00
		9,090.000	10,908.00
		0.000	0.00
0070                          6000.10	4,146.90	1.000	4,146.90
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,146.90
		1.000	4,146.90
		0.000	0.00
0071                          6000.11	4,146.90	1.000	4,146.90
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,146.90
		1.000	4,146.90
		0.000	0.00
0072                          6005.35	207.30	27.800	5,762.94
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	27.800	5,762.94
		27.800	5,762.94
		0.000	0.00
0073                          6005.78	1,555.10	5.000	7,775.50
EXPANSION BEARING, TFE TYPE	EACH	5.000	7,775.50
		5.000	7,775.50
		0.000	0.00
0074                          6005.83	725.70	5.000	3,628.50
FIXED BEARING	EACH	5.000	3,628.50
		5.000	3,628.50
		0.000	0.00
0075                          6010.22	445.80	93.300	41,593.14
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	93.300	41,593.14
		93.300	41,593.13
		0.002	0.89
0076                          6010.26	414.70	152.500	63,241.75
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	152.500	63,241.75
		152.500	63,241.75
		0.000	0.00
0077                          6011.11	119,223.30	1.000	119,223.30
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	119,223.30
AT STA. 129+16.3		1.000	119,223.30
		0.000	0.00
0078                          6040.00	58,056.63	1.000	58,056.63
REMOVE STRUCTURE	EACH	1.000	58,056.63
AT STA. 129+13.45		1.000	58,056.62
		0.000	0.00
0079                          6080.00	5.20	1,685.000	8,762.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,685.000	8,762.00
		1,685.000	8,762.00
		0.000	0.00
0080                          6104.00	15.60	309.000	4,820.40
BROKEN CONCRETE RIPRAP	Mg	309.000	4,820.40
		295.000	4,602.00
		0.000	0.00
0081                          6105.01	41.50	25.000	1,037.50
ROCK RIPRAP, TYPE A	Mg	25.000	1,037.50
		0.000	0.00
		0.000	0.00
0082                          6131.50	1.30	18,377.000	23,890.10
EPOXY COATED REINFORCING STEEL	kg	18,377.000	23,890.10
		18,377.000	23,890.09
		0.000	0.00
0083                          6139.50	41.50	97.000	4,025.50
SUBSURFACE DRAINAGE MATTING	m2	97.000	4,025.50
		97.000	4,025.50
		0.000	0.00
0084                          6210.50	77.80	852.000	66,285.60
PIPE PILING	m	852.000	66,285.60
		843.775	65,645.70
		0.000	0.00
0085                          6310.00	134.80	289.100	38,970.68
STEEL SHEET PILING	m2	289.100	38,970.68
		278.499	37,541.67
		0.000	0.00
0086                          6510.55	12,440.70	1.000	12,440.70
TEMPORARY BRIDGE SHORING	LS	1.000	12,440.70
		1.000	12,440.70
		0.000	0.00
0087                          8091.00	24.90	290.000	7,221.00
GRANULAR BACKFILL	m3	290.000	7,221.00
		290.000	7,221.00
		0.000	0.00
4011                          6210.60	46.68	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	8.225	383.94
CONTINGENCY ITEM		8.225	383.94
		0.000	0.00
GROUP 6 BRIDGE AT STA. 129+16.30		Contracted	560,652.33
		Current	561,036.27
		In place	558,385.06
		This Estimate	620.89
GROUP 7 GUARDRAIL
0088                          0030.70	582.40	1.000	582.40
MOBILIZATION	LS	1.000	582.40
		1.000	582.40
		0.000	0.00
0089                          7011.20	51.80	64.760	3,354.57
W-BEAM GUARDRAIL	m	64.760	3,354.57
		64.760	3,354.56
		0.000	0.00
0090                          7020.00	1,347.20	4.000	5,388.80
BRIDGE APPROACH SECTIONS	EACH	4.000	5,388.80
		4.000	5,388.80
		0.000	0.00
0091                          7021.70	1,813.60	4.000	7,254.40
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	7,254.40
		4.000	7,254.40
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	16,580.17
		Current	16,580.17
		In place	16,580.16
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0092                          0001.08	0.50	8,320.000	4,160.00
BARRICADE, TYPE II	BDAY	8,320.000	4,160.00
		10,301.000	5,150.50
		0.000	0.00
0093                          0001.10	2.40	792.000	1,900.80
BARRICADE, TYPE III	BDAY	792.000	1,900.80
		5,372.000	12,892.80
		0.000	0.00
0094                          0001.30	1.00	480.000	480.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	480.000	480.00
		2,730.000	2,730.00
		0.000	0.00
0095                          0001.90	0.50	7,750.000	3,875.00
SIGN DAY	EACH	7,750.000	3,875.00
		17,758.000	8,879.00
		0.000	0.00
0096                          0002.30	1.40	1,300.000	1,820.00
PAVEMENT MARKING REMOVAL	m	1,300.000	1,820.00
		480.000	672.00
		0.000	0.00
0097                          0002.44	1.00	1,000.000	1,000.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	1,000.000	1,000.00
		4,505.000	4,505.00
		0.000	0.00
0098                          0002.47	1.20	700.000	840.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	700.000	840.00
		626.000	751.20
		0.000	0.00
0099                          0003.10	159.60	104.000	16,598.40
FLAGGING	DAY	104.000	16,598.40
		289.500	46,204.20
		0.000	0.00
0100                          0003.20	219.50	50.000	10,975.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	50.000	10,975.00
		112.500	24,693.75
		0.000	0.00
0101                          0003.70	418.80	4.000	1,675.20
TEMPORARY RUMBLE STRIP	EACH	4.000	1,675.20
		8.000	3,350.40
		0.000	0.00
0102                          0003.75	10,312.20	1.000	10,312.20
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	10,312.20
		1.000	10,312.20
		0.000	0.00
0103                          0010.04	3,000.00	1.000	3,000.00
FIELD OFFICE	EACH	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0104                          0030.10	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	58,636.60
		Current	58,636.60
		In place	125,141.05
		This Estimate	0.00
Totals for contract		Contracted	1,747,611.10
		Current	1,788,013.96
		In place	1,899,315.78
		This Estimate	22,161.35