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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4575X
Estimate Number:	0013
Pay Period End Date:	06.11.2002

Contract Location:
STRANG NORTH & SOUTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	09.20.2001
129 E 2ND ST	Date Awarded:	09.27.2001
PO BOX 1087	Date Contract Executed:	10.02.2001
	Date Notice to Proceed:	10.02.2001
HASTINGS NE 68902-1087	Date Work Began:	11.08.2001
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
FILLMORE

Project Number		PCT			Fed State Project Number		Description
41575 000		0.000			F-81-1(1022)		GRAD CONC PAVE CULV SEED ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,169,404.80	$1,128,470.50	$40,934.30
$8,744,006.74	Stockpiled Materials	$261,947.88	$261,947.88	$.00
Original Contract Amt	Gross Earnings	$1,431,352.68	$1,390,418.38	$40,934.30
$8,708,874.79	Retainage	$-11,694.05	$-11,284.71	$-409.34
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
13.37%	Net Earnings	$1,419,658.63	$1,379,133.67	$40,524.96
	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	$-17,217.53	$-16,914.05	$-303.48
	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	-$17,217.53	-$16,914.05	-$303.48
	Payment	$1,402,441.10	$1,362,219.62	$40,221.48
Project Manager			Div. Head/Dist. Eng.
Ruxton, Bob	06.12.2002		Meyer, Keith	06.12.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.13.2002
Controller Div. Processed
Burling, Laurie	06.13.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	12,092.83	23336
		47B Rock
		Total for estimate 0005:	12,092.83
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	31,907.42	23356
		47B Rock
		S.P. Initial Payment	64,092.42	23388
		47B Rock
		S.P. Initial Payment	36,194.35	23413
		47B Rock
		Total for estimate 0006:	132,194.19
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	36,059.68	23443
		47B Rock
		S.P. Initial Payment	30,988.60	23474
		47B Rock
		S.P. Initial Payment	29,169.87	23506
		47B Rock
		Total for estimate 0007:	96,218.15
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	1,452.81	23538
		47B Rock
		Total for estimate 0008:	1,452.81
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	1,452.81	23771
		47B Rock
		Total for estimate 0010:	1,452.81
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	18,537.09	23771
		47B Rock
		Total for estimate 0011:	18,537.09
		Total remaining for contract:	261,947.88

			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	140.00	37.000	5,180.00
COVER CROP SEEDING	ha	37.000	5,180.00
		0.000	0.00
		0.000	0.00
0002                          L020.01	7.00	296.000	2,072.00
EROSION CONTROL, TYPE A	m2	296.000	2,072.00
		0.000	0.00
		0.000	0.00
0003                          L020.09	20.00	98.000	1,960.00
EROSION CONTROL, TYPE AAA	m2	98.000	1,960.00
		0.000	0.00
		0.000	0.00
0004                          L020.10	1.65	1,779.000	2,935.35
EROSION CONTROL, TYPE HV	m2	1,779.000	2,935.35
		0.000	0.00
		0.000	0.00
0005                          L021.06	20.00	18.000	360.00
EROSION CHECKS, TYPE HV	BALE	18.000	360.00
		0.000	0.00
		0.000	0.00
0006                          L022.14	7.50	340.000	2,550.00
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	340.000	2,550.00
		0.000	0.00
		0.000	0.00
0007                          P400.18	95.60	684.600	65,447.76
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	659.600	63,057.76
		0.000	0.00
		0.000	0.00
0008                          0030.10	13,000.00	1.000	13,000.00
MOBILIZATION	LS	1.000	13,000.00
		1.000	13,000.00
		0.000	0.00
0009                          1009.00	4,000.00	1.000	4,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0010                          1010.00	1.09	197,229.000	214,979.61
EXCAVATION	m3	197,229.000	214,979.61
		151,580.000	165,222.20
		800.000	872.00
0011                          1010.01	1.99	2,632.000	5,237.68
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,632.000	5,237.68
		0.000	0.00
		0.000	0.00
0012                          1010.10	1.99	341,908.000	680,396.92
EXCAVATION, BORROW	m3	341,908.000	680,396.92
		323,320.000	643,406.80
		10,000.000	19,900.00
0013                          1011.00	1.00	10,120.000	10,120.00
WATER	kL	10,120.000	10,120.00
		0.000	0.00
		0.000	0.00
0014                          1012.00	52.00	147.000	7,644.00
RIGHT-OF-WAY MARKERS	EACH	147.000	7,644.00
		131.000	6,812.00
		0.000	0.00
0015                          1040.05	3.00	256.000	768.00
TEMPORARY SLOPE PROTECTION	m2	256.000	768.00
		0.000	0.00
		0.000	0.00
0016                          1090.00	750.00	1.000	750.00
ABANDON WELLS	EACH	1.000	750.00
		1.000	750.00
		0.000	0.00
0017                          1101.00	2.45	35,623.000	87,276.35
REMOVE PAVEMENT	m2	35,623.000	87,276.35
		0.000	0.00
		0.000	0.00
0018                          1101.25	8.20	22.000	180.40
SAWING PAVEMENT	m	22.000	180.40
		0.000	0.00
		0.000	0.00
0019                          1102.00	1.95	18,449.000	35,975.55
REMOVE ASPHALT SURFACE	m2	18,449.000	35,975.55
		0.000	0.00
		0.000	0.00
0020                          1122.01	2.45	3,721.000	9,116.45
REMOVE CONCRETE MEDIAN SURFACING	m2	3,721.000	9,116.45
		0.000	0.00
		0.000	0.00
0021                          1701.18	25.00	11.000	275.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	11.000	275.00
		0.000	0.00
		0.000	0.00
0022                          1701.24	39.00	258.000	10,062.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	258.000	10,062.00
		150.500	5,869.50
		0.500	19.50
0023                          4004.50	2.91	1,106.000	3,218.46
CAST IRON GRATE AND FRAME	kg	1,106.000	3,218.46
		0.000	0.00
		0.000	0.00
0024                          4018.00	500.00	1.000	500.00
TAPPING EXISTING STRUCTURE	EACH	1.000	500.00
		0.000	0.00
		0.000	0.00
0025                          4105.59	803.70	18.400	14,788.08
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	18.400	14,788.08
		0.000	0.00
		0.000	0.00
0026                          4155.50	2.20	751.000	1,652.20
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	751.000	1,652.20
		0.000	0.00
		0.000	0.00
0027                          4310.18	332.00	32.000	10,624.00
450 mm FLARED-END SECTION	EACH	31.000	10,292.00
		0.000	0.00
		0.000	0.00
4001                          1013.00	47.25	0.000	0.00
RESET RIGHT-OF-WAY MARKERS	EACH	32.000	1,512.00
		33.000	1,559.25
		0.000	0.00
4002                          9110.06	127.00	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	30.000	3,810.00
		38.000	4,826.00
		20.000	2,540.00
4003                          9110.11	62.00	0.000	0.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	30.000	1,860.00
		33.000	2,046.00
		11.000	682.00
4004                          9110.12	131.25	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	30.000	3,937.50
		23.000	3,018.75
		8.000	1,050.00
GROUP 1 GRADING		Contracted	1,191,069.81
		Current	1,199,467.31
		In place	850,510.50
		This Estimate	25,063.50
GROUP 3 CONCRETE PAVEMENT
0028                          0009.00	950.00	8.000	7,600.00
PERMANENT BARRICADE	EACH	8.000	7,600.00
		0.000	0.00
		0.000	0.00
0029                          0030.30	119,000.00	1.000	119,000.00
MOBILIZATION	LS	1.000	119,000.00
		0.230	27,370.00
		0.000	0.00
0030                          1020.06	24.00	214.000	5,136.00
FLEXIBLE POST DELINEATOR	EACH	214.000	5,136.00
		0.000	0.00
		0.000	0.00
0031                          1020.20	24.00	24.000	576.00
INSTALL CHEVRONS	EACH	24.000	576.00
		0.000	0.00
		0.000	0.00
0032                          1102.05	3.50	360.000	1,260.00
REMOVE ASPHALT SURFACING FROM PAVEMENT	m2	360.000	1,260.00
		0.000	0.00
		0.000	0.00
0033                          2001.00	15.00	294.000	4,410.00
GRAVEL SURFACE COURSE	m3	294.000	4,410.00
		92.790	1,391.85
		25.320	379.80
0034                          2020.50	10.62	28,295.000	300,492.90
SURFACING	m2	28,295.000	300,492.90
150 mm		0.000	0.00
		0.000	0.00
0035                          2021.00	50.00	3.000	150.00
MAILBOX POST	EACH	3.000	150.00
		0.000	0.00
		0.000	0.00
0036                          3017.40	32.50	124.000	4,030.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	124.000	4,030.00
		0.000	0.00
		0.000	0.00
0037                          3075.41	29.51	10,933.000	322,632.83
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	10,933.000	322,632.83
		0.000	0.00
		0.000	0.00
0038                          3075.51	36.02	6,604.000	237,876.08
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	6,604.000	237,876.08
		0.000	0.00
		0.000	0.00
0039                          3075.55	26.93	126,308.000	3,401,474.44
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	126,308.000	3,401,474.44
		0.000	0.00
		0.000	0.00
0040                          3300.50	3,500.00	1.000	3,500.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	3,500.00
		0.000	0.00
		0.000	0.00
0041                          4763.26	200.00	132.000	26,400.00
UNDERDRAIN HEADWALL	EACH	132.000	26,400.00
		0.000	0.00
		0.000	0.00
0042                          4764.34	9.00	647.000	5,823.00
100 mm NONPERFORATED PIPE UNDERDRAIN	m	647.000	5,823.00
		0.000	0.00
		0.000	0.00
0043                          4764.35	9.00	10,085.000	90,765.00
100 mm PERFORATED PIPE UNDERDRAIN	m	10,085.000	90,765.00
		0.000	0.00
		0.000	0.00
0044                          7490.03	1.24	6,900.000	8,556.00
100 mm YELLOW THERMOPLASTIC	m	6,900.000	8,556.00
		0.000	0.00
		0.000	0.00
0045                          7490.04	1.24	8,600.000	10,664.00
100 mm WHITE THERMOPLASTIC	m	8,600.000	10,664.00
		0.000	0.00
		0.000	0.00
0046                          7550.03	1.52	14,100.000	21,432.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	14,100.000	21,432.00
		0.000	0.00
		0.000	0.00
0047                          7550.04	1.52	17,600.000	26,752.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	17,600.000	26,752.00
		0.000	0.00
		0.000	0.00
0048                          8029.10	4.83	164,896.000	796,447.68
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	164,896.000	796,447.68
		0.000	0.00
		0.000	0.00
0049                          8111.00	300.00	26.932	8,079.60
SHOULDER SUBGRADE PREPARATION	StaM	26.932	8,079.60
		0.000	0.00
		0.000	0.00
0050                          9005.00	29.59	100.000	2,959.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,959.00
SPS		0.000	0.00
		0.000	0.00
0051                          9005.01	35.13	90.000	3,161.70
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	90.000	3,161.70
SP-4(12.5)		0.000	0.00
		0.000	0.00
0052                          9005.23	19.59	9,840.000	192,765.60
ASPHALTIC CONCRETE, TYPE SPS	Mg	9,840.000	192,765.60
		0.000	0.00
		0.000	0.00
0053                          9005.45	25.13	28,220.000	709,168.60
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	28,220.000	709,168.60
		0.000	0.00
		0.000	0.00
0054                          9009.00	4.30	3,409.000	14,658.70
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	3,409.000	14,658.70
		0.000	0.00
		0.000	0.00
0055                          9021.01	180.00	1,528.740	275,173.20
PERFORMANCE GRADED BINDER (64-22)	Mg	1,528.740	275,173.20
		0.000	0.00
		0.000	0.00
0056                          9021.03	180.00	531.360	95,644.80
PERFORMANCE GRADED BINDER (58-28)	Mg	531.360	95,644.80
		0.000	0.00
		0.000	0.00
0057                          9034.00	2.50	3,409.000	8,522.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	3,409.000	8,522.50
		0.000	0.00
		0.000	0.00
0058                          9053.00	0.25	89,580.000	22,395.00
TACK COAT	L	89,580.000	22,395.00
		0.000	0.00
		0.000	0.00
0059                          9111.00	2.00	4,096.000	8,192.00
WATER	kL	4,096.000	8,192.00
		0.000	0.00
		0.000	0.00
0060                          9150.00	0.28	61,370.000	17,183.60
CRACKING AND SEATING CONCRETE PAVEMENT	m2	61,370.000	17,183.60
		0.000	0.00
		0.000	0.00
0061                          9170.00	125.00	480.715	60,089.38
EARTH SHOULDER CONSTRUCTION	StaM	480.715	60,089.38
		0.000	0.00
		0.000	0.00
0062                          9173.20	1.06	183,284.000	194,281.04
SUBGRADE PREPARATION	m2	183,284.000	194,281.04
		0.000	0.00
		0.000	0.00
0063                          9185.76	18.00	136.620	2,459.16
RUMBLE STRIPS, ASPHALT	StaM	136.620	2,459.16
		0.000	0.00
		0.000	0.00
0064                          9185.77	35.00	280.690	9,824.15
RUMBLE STRIPS, CONCRETE	StaM	280.690	9,824.15
		0.000	0.00
		0.000	0.00
0065                          9300.50	3,500.00	1.000	3,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	3,500.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	7,023,035.95
		Current	7,023,035.95
		In place	28,761.85
		This Estimate	379.80
GROUP 4 CULVERTS
0066                          P120.24	94.00	150.500	14,147.00
600 mm CULVERT PIPE, TYPE 2	m	150.500	14,147.00
		184.500	17,343.00
		0.000	0.00
0067                          P120.36	167.00	17.500	2,922.50
900 mm CULVERT PIPE, TYPE 2	m	20.500	3,423.50
		17.500	2,922.50
		0.000	0.00
0068                          P400.24	94.00	224.000	21,056.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	281.000	26,414.00
		264.000	24,816.00
		0.000	0.00
0069                          P400.30	132.00	254.000	33,528.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	254.000	33,528.00
		260.000	34,320.00
		0.000	0.00
0070                          P400.36	179.00	157.000	28,103.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	157.000	28,103.00
		163.000	29,177.00
		0.000	0.00
0071                          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
0072                          1119.00	400.00	1.000	400.00
REMOVE INLET	EACH	1.000	400.00
		0.000	0.00
		0.000	0.00
0073                          4035.00	100.00	9.000	900.00
REMOVE FLARED-END SECTION	EACH	9.000	900.00
		1.000	100.00
		0.000	0.00
0074                          4035.25	100.00	9.000	900.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	9.000	900.00
		16.000	1,600.00
		0.000	0.00
0075                          4040.00	150.00	4.000	600.00
REMOVE HEADWALLS FROM CULVERTS	EACH	4.000	600.00
		3.000	450.00
		0.000	0.00
0076                          4044.00	1,000.00	1.000	1,000.00
PREPARATION OF STRUCTURE	EACH	1.000	1,000.00
AT STA. 1275+24.83		1.000	1,000.00
		0.000	0.00
0077                          4044.01	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 1335+37.28		1.000	1,200.00
		0.000	0.00
0078                          4050.01	15.00	1,141.000	17,115.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,674.000	25,110.00
		1,720.000	25,800.00
		0.000	0.00
0079                          4051.01	50.00	54.000	2,700.00
EXCAVATION FOR BOX CULVERTS	m3	109.000	5,450.00
		149.000	7,450.00
		0.000	0.00
0080                          4100.06	1,200.00	4.280	5,136.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	4.280	5,136.00
		4.280	5,136.00
		0.000	0.00
0081                          4101.06	398.00	99.040	39,417.92
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	99.040	39,417.92
		87.650	34,884.70
		0.000	0.00
0082                          4107.07	400.00	4.050	1,620.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	4.050	1,620.00
		0.570	228.00
		0.000	0.00
0083                          4150.00	2.75	270.000	742.50
REINFORCING STEEL FOR HEADWALL	kg	270.000	742.50
		270.000	742.50
		0.000	0.00
0084                          4151.00	1.45	5,694.000	8,256.30
REINFORCING STEEL FOR BOX CULVERT	kg	5,694.000	8,256.30
		4,935.000	7,155.75
		0.000	0.00
0085                          4157.00	1.65	186.000	306.90
REINFORCING STEEL FOR COLLARS	kg	186.000	306.90
		22.000	36.30
		0.000	0.00
0086                          4310.24	365.00	20.000	7,300.00
600 mm FLARED-END SECTION	EACH	22.000	8,030.00
		19.000	6,935.00
		0.000	0.00
0087                          4310.30	450.00	12.000	5,400.00
750 mm FLARED-END SECTION	EACH	12.000	5,400.00
		12.000	5,400.00
		0.000	0.00
0088                          4461.24	100.00	8.000	800.00
INSTALL 600 mm CONCRETE FLARED-END SECTION	EACH	8.000	800.00
		14.000	1,400.00
		0.000	0.00
0089                          4461.36	200.00	1.000	200.00
INSTALL 900 mm CONCRETE FLARED-END SECTION	EACH	1.000	200.00
		2.000	400.00
		0.000	0.00
4006                          4029.97	84.00	0.000	0.00
REMOVE AND RELAY REINFORCED CONCRETE PIPE	m	17.500	1,470.00
900mm Reinforced Concrete Culvert Pipe		17.500	1,470.00
		0.000	0.00
4007                          4039.20	59.85	0.000	0.00
REMOVE AND RELAY CULVERT PIPE	m	97.000	5,805.45
600mm Reinforced Concrete Culvert Pipe		97.000	5,805.45
		0.000	0.00
GROUP 4 CULVERTS		Contracted	198,751.12
		Current	223,360.57
		In place	220,772.20
		This Estimate	0.00
GROUP 5 SEEDING
0090                          L001.01	1,289.00	33.000	42,537.00
SEEDING, TYPE A	ha	33.000	42,537.00
		0.000	0.00
		0.000	0.00
0091                          L001.02	935.00	4.000	3,740.00
SEEDING, TYPE B	ha	4.000	3,740.00
		0.000	0.00
		0.000	0.00
0092                          L020.02	1.55	3,744.000	5,803.20
EROSION CONTROL, TYPE B	m2	3,744.000	5,803.20
		0.000	0.00
		0.000	0.00
0093                          L032.75	65.00	185.000	12,025.00
MULCH	Mg	185.000	12,025.00
		0.000	0.00
		0.000	0.00
0094                          0030.50	2,250.00	1.000	2,250.00
MOBILIZATION	LS	1.000	2,250.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	66,355.20
		Current	66,355.20
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0095                          A009.14	1,750.00	10.000	17,500.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	10.000	17,500.00
		0.000	0.00
		0.000	0.00
0096                          A020.30	1,200.00	2.000	2,400.00
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	2,400.00
		0.000	0.00
		0.000	0.00
0097                          A070.10	7.00	204.000	1,428.00
38 mm CONDUIT IN TRENCH	m	204.000	1,428.00
		0.000	0.00
		0.000	0.00
0098                          A072.10	7.00	192.000	1,344.00
38 mm CONDUIT UNDER ROADWAY	m	192.000	1,344.00
		0.000	0.00
		0.000	0.00
0099                          A080.22	1.50	396.000	594.00
STREET LIGHTING CABLE, NO. 6 BARE	m	396.000	594.00
		0.000	0.00
		0.000	0.00
0100                          A080.24	1.60	792.000	1,267.20
STREET LIGHTING CABLE, NO. 6 USE	m	792.000	1,267.20
		0.000	0.00
		0.000	0.00
0101                          0030.81	1,565.00	1.000	1,565.00
MOBILIZATION	LS	1.000	1,565.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	26,098.20
		Current	26,098.20
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0102                          0001.08	0.50	10,066.000	5,033.00
BARRICADE, TYPE II	BDAY	10,066.000	5,033.00
		0.000	0.00
		0.000	0.00
0103                          0001.10	2.25	11,610.000	26,122.50
BARRICADE, TYPE III	BDAY	11,610.000	26,122.50
		4,475.000	10,068.75
		420.000	945.00
0104                          0001.30	2.75	3,472.000	9,548.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	3,472.000	9,548.00
		370.000	1,017.50
		42.000	115.50
0105                          0001.75	7.00	360.000	2,520.00
TEMPORARY SIGN DAY	EACH	360.000	2,520.00
		0.000	0.00
		0.000	0.00
0106                          0001.90	0.50	28,332.000	14,166.00
SIGN DAY	EACH	28,332.000	14,166.00
		7,868.000	3,934.00
		861.000	430.50
0107                          0002.30	5.00	100.000	500.00
PAVEMENT MARKING REMOVAL	m	100.000	500.00
		0.000	0.00
		0.000	0.00
0108                          0002.38	1.00	1,400.000	1,400.00
TEMPORARY PAVEMENT MARKING, TYPE I	m	1,400.000	1,400.00
		0.000	0.00
		0.000	0.00
0109                          0002.39	1.50	26,250.000	39,375.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	26,250.000	39,375.00
		0.000	0.00
		0.000	0.00
0110                          0002.97	15.00	180.000	2,700.00
FLASHING ARROW PANEL	DAY	180.000	2,700.00
		0.000	0.00
		0.000	0.00
0111                          0003.10	175.00	20.000	3,500.00
FLAGGING	DAY	20.000	3,500.00
		29.000	5,075.00
		0.000	0.00
0112                          0003.35	2,000.00	6.000	12,000.00
MOBILE TRAFFIC CONTROL OPERATION	DAY	6.000	12,000.00
		0.000	0.00
		0.000	0.00
0113                          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
0114                          0030.30	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0115                          1017.00	70,000.00	1.000	70,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	70,000.00
		0.550	38,500.00
		0.200	14,000.00
0116                          9110.01	70.00	20.000	1,400.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,400.00
		0.000	0.00
		0.000	0.00
0117                          9110.02	75.00	20.000	1,500.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,500.00
		0.000	0.00
		0.000	0.00
0118                          9110.03	60.00	20.000	1,200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	1,200.00
		0.000	0.00
		0.000	0.00
0119                          9110.07	55.00	20.000	1,100.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	1,100.00
		0.000	0.00
		0.000	0.00
4005                          1017.10	85.00	0.000	0.00
ADDITIONAL SURVEYING	HOUR	25.000	2,125.00
		9.000	765.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	203,564.50
		Current	205,689.50
		In place	69,360.25
		This Estimate	15,491.00
Totals for contract		Contracted	8,708,874.78
		Current	8,744,006.74
		In place	1,169,404.80
		This Estimate	40,934.30