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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4666X
Estimate Number:	0008
Pay Period End Date:	07.26.2003

Contract Location:
IN SCOTIA	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	06.27.2002
129 E 2ND ST	Date Awarded:	07.03.2002
PO BOX 1087	Date Contract Executed:	07.11.2002
	Date Notice to Proceed:	07.11.2002
HASTINGS NE 68902-1087	Date Work Began:	04.09.2003
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
GREELEY

Project Number		PCT			Fed State Project Number		Description
41666 000		0.000			EACSTPD-22-4(107)		GR CONC PAVE CULV ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$561,453.46	$447,482.08	$113,971.38
$1,880,285.16	Stockpiled Materials	$66,198.69	$66,212.69	$-14.00
Original Contract Amt	Gross Earnings	$627,652.15	$513,694.77	$113,957.38
$1,832,596.16	Retainage	$-5,614.53	$-4,474.82	$-1,139.71
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
29.86%	Net Earnings	$622,037.62	$509,219.95	$112,817.67
	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	$46.50	$23.28	$23.22
	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	$46.50	$23.28	$23.22
	Payment	$622,084.12	$509,243.23	$112,840.89
Project Manager			Div. Head/Dist. Eng.
Woodgate, Gerald	07.29.2003		Meyer, Keith	07.29.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.29.2003
Controller Div. Processed
Burling, Laurie	07.30.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0092	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	3,445.00	583867
		Pull Boxes
		Total for estimate 0004:	3,445.00
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0023	3075.46	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	35,664.40	CI 129479
		Basket assembly
		S.P. Initial Payment	2,234.79	CI 129479
		#5 BNT Epoxy bars
		S.P. Initial Payment	395.00	CI 129479
		#5 STR Epoxy bars
0092	A001.12	PULL BOX, TYPE PB-5
		S.P. Closure	0.00	CI 129479
		Basket Assembly
0093	A009.08	STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25
		S.P. Initial Payment	8,731.21	608056
		Misc material
0094	A009.09	STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25
		S.P. Initial Payment	9,386.46	608056
		misc material
0095	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Initial Payment	1,267.41	608056
		Misc material
0096	A020.30	LIGHTING CONTROL CENTER, TYPE R
		S.P. Initial Payment	630.00	608056
		Misc material
0097	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Initial Payment	823.08	583867
		Conduit
0098	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Initial Payment	823.08	583867
		Conduit
0099	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Initial Payment	610.26	583867
		Cable
0100	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Initial Payment	2,202.00	583867
		Cable
		Total for estimate 0006:	62,767.69
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0098	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-14.00	583867
		Conduit
		Total for estimate 0008:	-14.00
		Total remaining for contract:	66,198.69

			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                          L020.08	8.36	1,004.000	8,393.44
EROSION CONTROL, TYPE AA	m2	1,004.000	8,393.44
		0.000	0.00
		0.000	0.00
0002                          L022.11	11.46	142.000	1,627.32
FABRIC SILT FENCE-LOW POROSITY	m	142.000	1,627.32
		0.000	0.00
		0.000	0.00
0003                          L022.12	12.50	348.000	4,350.00
FABRIC SILT FENCE-HIGH POROSITY	m	348.000	4,350.00
		201.000	2,512.50
		0.000	0.00
0004                          P070.18	61.00	76.000	4,636.00
450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	76.000	4,636.00
		46.000	2,806.00
		0.000	0.00
0005                          0030.10	13,840.00	1.000	13,840.00
MOBILIZATION	LS	1.000	13,840.00
		1.000	13,840.00
		0.000	0.00
0006                          1000.00	236.00	55.000	12,980.00
LARGE TREE REMOVAL	EACH	55.000	12,980.00
		71.000	16,756.00
		0.000	0.00
0007                          1009.00	2,000.00	1.000	2,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,000.00
		1.000	2,000.00
		0.500	1,000.00
0008                          1010.01	5.28	9,848.000	51,997.44
EXCAVATION (ESTABLISHED QUANTITY)	m3	9,848.000	51,997.44
		2,517.000	13,289.76
		1,080.000	5,702.40
0009                          1011.00	2.00	190.000	380.00
WATER	kL	190.000	380.00
		0.000	0.00
		0.000	0.00
0010                          1102.00	3.50	13,257.000	46,399.50
REMOVE ASPHALT SURFACE	m2	13,257.000	46,399.50
		3,188.254	11,158.89
		77.660	271.81
0011                          1106.00	4.10	659.000	2,701.90
REMOVE DRIVEWAY	m2	659.000	2,701.90
		293.776	1,204.48
		0.000	0.00
0012                          1107.00	4.10	1,926.000	7,896.60
REMOVE WALK	m2	1,926.000	7,896.60
		1,542.701	6,325.07
		123.500	506.35
0013                          1108.00	13.10	386.400	5,061.84
REMOVE COMBINATION CURB AND GUTTER	m	386.400	5,061.84
		0.000	0.00
		0.000	0.00
0014                          4040.00	100.00	2.000	200.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	200.00
		2.000	200.00
		0.000	0.00
GROUP 1 GRADING		Contracted	162,464.04
		Current	162,464.04
		In place	70,092.70
		This Estimate	7,480.56
GROUP 3 CONCRETE PAVEMENT
0015                          L001.02	5,000.00	0.610	3,050.00
SEEDING, TYPE B	ha	0.610	3,050.00
		0.000	0.00
		0.000	0.00
0016                          L010.00	7.50	7,158.000	53,685.00
SODDING	m2	7,158.000	53,685.00
		0.000	0.00
		0.000	0.00
0017                          L032.80	450.00	1.400	630.00
HYDROMULCH	Mg	1.400	630.00
		0.000	0.00
		0.000	0.00
0018                          0030.30	31,500.00	1.000	31,500.00
MOBILIZATION	LS	1.000	31,500.00
		1.000	31,500.00
		0.792	24,948.00
0019                          2001.00	13.50	100.000	1,350.00
GRAVEL SURFACE COURSE	m3	100.000	1,350.00
		93.569	1,263.18
		0.000	0.00
0020                          3016.21	32.50	2,573.000	83,622.50
CONCRETE CLASS 47B-20 SIDEWALKS	m2	2,573.000	83,622.50
		0.000	0.00
		0.000	0.00
0021                          3020.26	39.00	1,596.000	62,244.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	1,596.000	62,244.00
		0.000	0.00
		0.000	0.00
0022                          3075.42	34.72	2,054.700	71,339.18
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	2,054.700	71,339.18
		0.000	0.00
		0.000	0.00
0023                          3075.46	33.59	17,050.000	572,709.50
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	17,050.000	572,709.50
		0.000	0.00
		0.000	0.00
0024                          3089.25	29.49	3,826.000	112,828.74
TEMPORARY SURFACING	m2	3,826.000	112,828.74
		3,521.160	103,839.01
		0.000	0.00
0025                          3300.65	100.00	10.000	1,000.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	10.000	1,000.00
		0.000	0.00
		0.000	0.00
0026                          4024.55	130.00	12.500	1,625.00
FLUME SPILLWAY	m	12.500	1,625.00
		0.000	0.00
		0.000	0.00
0027                          4024.70	1,785.00	3.000	5,355.00
CONCRETE FLUME, TYPE I	EACH	3.000	5,355.00
		0.000	0.00
		0.000	0.00
0028                          7492.05	3.50	3,250.000	11,375.00
100 mm YELLOW THERMOPLASTIC, TYPE C	m	3,250.000	11,375.00
		0.000	0.00
		0.000	0.00
0029                          7492.12	7.00	70.000	490.00
300 mm YELLOW THERMOPLASTIC, TYPE C	m	70.000	490.00
		0.000	0.00
		0.000	0.00
0030                          7500.26	250.00	20.000	5,000.00
LEFT ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	20.000	5,000.00
		0.000	0.00
		0.000	0.00
0031                          7512.14	12.50	70.000	875.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	70.000	875.00
		0.000	0.00
		0.000	0.00
0032                          9111.00	2.50	355.000	887.50
WATER	kL	355.000	887.50
		0.000	0.00
		0.000	0.00
0033                          9170.00	495.00	27.200	13,464.00
EARTH SHOULDER CONSTRUCTION	StaM	27.200	13,464.00
		0.000	0.00
		0.000	0.00
0034                          9173.20	1.16	20,700.000	24,012.00
SUBGRADE PREPARATION	m2	20,700.000	24,012.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	1,057,042.42
		Current	1,057,042.42
		In place	136,602.19
		This Estimate	24,948.00
GROUP 4 CULVERTS
0035                          P700.15	71.00	199.500	14,164.50
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	199.500	14,164.50
		47.500	3,372.50
		11.000	781.00
0036                          P700.18	83.00	528.500	43,865.50
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	528.500	43,865.50
		119.500	9,918.50
		11.000	913.00
0037                          P700.24	105.00	205.000	21,525.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	205.000	21,525.00
		77.000	8,085.00
		0.000	0.00
0038                          P700.30	151.00	156.500	23,631.50
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	156.500	23,631.50
		0.000	0.00
		0.000	0.00
0039                          P700.36	190.00	330.000	62,700.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	330.000	62,700.00
		302.500	57,475.00
		302.500	57,475.00
0040                          P775.36	234.00	451.000	105,534.00
900 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	451.000	105,534.00
		350.500	82,017.00
		0.000	0.00
0041                          0030.40	3,500.00	1.000	3,500.00
MOBILIZATION	LS	1.000	3,500.00
		1.000	3,500.00
		0.500	1,750.00
0042                          1119.00	100.00	5.000	500.00
REMOVE INLET	EACH	5.000	500.00
		0.000	0.00
		0.000	0.00
0043                          4002.00	3.00	4,198.000	12,594.00
CAST IRON COVER AND FRAME	kg	4,198.000	12,594.00
		0.000	0.00
		0.000	0.00
0044                          4004.50	3.00	1,689.000	5,067.00
CAST IRON GRATE AND FRAME	kg	1,689.000	5,067.00
		199.000	597.00
		199.000	597.00
0045                          4005.00	3.00	624.000	1,872.00
CAST IRON RING AND COVER	kg	624.000	1,872.00
		0.000	0.00
		0.000	0.00
0046                          4015.50	850.00	2.000	1,700.00
RECONSTRUCT MANHOLE	EACH	2.000	1,700.00
		0.000	0.00
		0.000	0.00
0047                          4016.00	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA. 100+22.60, 7.26 m LT.		0.750	937.50
		0.750	937.50
0048                          4016.01	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA. 107+03.15, 7.02 m LT.		0.000	0.00
		0.000	0.00
0049                          4016.02	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA. 108+02.51, 7.02 m LT.		0.000	0.00
		0.000	0.00
0050                          4016.03	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA. 109+04.64, 7.02 m LT.		0.000	0.00
		0.000	0.00
0051                          4016.04	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA. 109+18.00, 7.02 m LT.		0.000	0.00
		0.000	0.00
0052                          4016.05	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA, 110+03.99, 7.15 m LT.		0.750	937.50
		0.500	625.00
0053                          4016.06	3,000.00	1.000	3,000.00
MANHOLE	EACH	1.000	3,000.00
AT STA. 110+16.80, 7.15 m LT.		0.750	2,250.00
		0.500	1,500.00
0054                          4016.07	3,000.00	1.000	3,000.00
MANHOLE	EACH	1.000	3,000.00
AT STA. 110+69.00, 7.15 m LT.		0.750	2,250.00
		0.500	1,500.00
0055                          4016.08	3,000.00	1.000	3,000.00
MANHOLE	EACH	1.000	3,000.00
AT STA. 111+06.00, 7.15 m LT.		0.750	2,250.00
		0.500	1,500.00
0056                          4016.09	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA. 109+95.00, 7.13 m RT.		0.750	937.50
		0.000	0.00
0057                          4016.10	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA. 110+25.00, 7.13 m RT.		0.750	937.50
		0.000	0.00
0058                          4016.11	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA. 110+58.00, 7.13 m RT.		1.000	1,250.00
		0.000	0.00
0059                          4016.12	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
AT STA. 111+03.50, 7.11 m RT.		1.000	1,250.00
		0.000	0.00
0060                          4040.00	100.00	11.000	1,100.00
REMOVE HEADWALLS FROM CULVERTS	EACH	11.000	1,100.00
		4.000	400.00
		0.000	0.00
0061                          4043.50	19.50	173.000	3,373.50
REMOVE SEWER PIPE	m	173.000	3,373.50
		0.000	0.00
		0.000	0.00
0062                          4050.01	5.00	87.000	435.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	87.000	435.00
		41.000	205.00
		0.000	0.00
0063                          4105.59	510.00	108.520	55,345.20
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	108.520	55,345.20
		29.520	15,055.20
		20.570	10,490.70
0064                          4155.50	1.45	4,390.000	6,365.50
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	4,390.000	6,365.50
		105.000	152.25
		30.000	43.50
0065                          4310.15	300.00	1.000	300.00
375 mm FLARED-END SECTION	EACH	1.000	300.00
		0.000	0.00
		0.000	0.00
0066                          4310.24	340.00	1.000	340.00
600 mm FLARED-END SECTION	EACH	1.000	340.00
		1.000	340.00
		0.000	0.00
0067                          4310.36	580.00	1.000	580.00
900 mm FLARED-END SECTION	EACH	1.000	580.00
		1.000	580.00
		1.000	580.00
0068                          4320.36	750.00	3.000	2,250.00
900 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	3.000	2,250.00
		2.000	1,500.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	388,242.70
		Current	388,242.70
		In place	196,197.45
		This Estimate	78,692.70
GROUP 4A WATER MAIN WORK
0069                          W100.00	140.00	41.000	5,740.00
CURB STOP AND BOX	EACH	41.000	5,740.00
		39.000	5,460.00
		0.000	0.00
0070                          W176.55	40.00	475.500	19,020.00
19 mm POLYETHYLENE PIPE	m	475.500	19,020.00
		494.000	19,760.00
		0.000	0.00
0071                          W176.58	160.00	4.000	640.00
50 mm POLYETHYLENE PIPE	m	4.000	640.00
		0.000	0.00
		0.000	0.00
0072                          W219.66	505.00	13.000	6,565.00
150 mm GATE VALVE AND BOX	EACH	13.000	6,565.00
		14.000	7,070.00
		0.000	0.00
0073                          W219.68	656.00	22.000	14,432.00
200 mm GATE VALVE AND BOX	EACH	22.000	14,432.00
		20.000	13,120.00
		0.000	0.00
0074                          W222.00	1,300.00	8.000	10,400.00
FIRE HYDRANT	EACH	8.000	10,400.00
		8.000	10,400.00
		0.000	0.00
0075                          W356.12	114.00	4.000	456.00
150 mm X 150 mm TEE	EACH	4.000	456.00
		5.000	570.00
		0.000	0.00
0076                          W356.14	170.00	8.000	1,360.00
200 mm X 150 mm TEE	EACH	8.000	1,360.00
		8.000	1,360.00
		0.000	0.00
0077                          W356.16	170.00	6.000	1,020.00
200 mm X 200 mm TEE	EACH	6.000	1,020.00
		5.000	850.00
		0.000	0.00
0078                          W356.50	230.00	2.000	460.00
CROSS	EACH	2.000	460.00
200 mm		3.000	690.00
		0.000	0.00
0079                          W357.14	80.00	6.000	480.00
100 mm - 45 DEGREE BEND	EACH	6.000	480.00
		2.000	160.00
		0.000	0.00
0080                          W357.16	90.00	2.000	180.00
150 mm - 45 DEGREE BEND	EACH	2.000	180.00
		0.000	0.00
		0.000	0.00
0081                          W357.40	107.00	16.000	1,712.00
200 mm - 45 DEGREE BEND	EACH	16.000	1,712.00
		10.000	1,070.00
		0.000	0.00
0082                          W358.18	82.00	4.000	328.00
200 mm X 150 mm REDUCER	EACH	4.000	328.00
		1.000	82.00
		0.000	0.00
0083                          W358.19	70.00	6.000	420.00
200 mm X 100 mm REDUCER	EACH	6.000	420.00
		5.000	350.00
		0.000	0.00
0084                          W724.75	450.00	8.000	3,600.00
CONNECT TO WATER MAIN	EACH	8.000	3,600.00
		6.000	2,700.00
		0.000	0.00
0085                          0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0086                          4796.00	25.00	6.000	150.00
150 mm PLUG	EACH	6.000	150.00
		5.000	125.00
		0.000	0.00
0087                          4796.01	35.00	2.000	70.00
200 mm PLUG	EACH	2.000	70.00
		2.000	70.00
		0.000	0.00
0088                          4803.04	54.00	8.200	442.80
100 mm P.V.C. PIPE	m	8.200	442.80
		12.600	680.40
		0.000	0.00
0089                          4803.06	46.00	246.000	11,316.00
150 mm P.V.C. PIPE	m	246.000	11,316.00
		238.250	10,959.50
		0.000	0.00
0090                          4803.08	49.00	835.250	40,927.25
200 mm P.V.C. PIPE	m	835.250	40,927.25
		767.400	37,602.60
		0.000	0.00
0091                          4805.16	136.00	112.800	15,340.80
400 mm STEEL CASING	m	112.800	15,340.80
		36.000	4,896.00
		0.000	0.00
GROUP 4A WATER MAIN WORK		Contracted	138,059.85
		Current	138,059.85
		In place	120,975.50
		This Estimate	0.00
GROUP 8B ELECTRICAL
0092                          A001.12	265.00	13.000	3,445.00
PULL BOX, TYPE PB-5	EACH	13.000	3,445.00
		0.000	0.00
		0.000	0.00
0093                          A009.08	1,374.00	11.000	15,114.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25	EACH	11.000	15,114.00
		0.000	0.00
		0.000	0.00
0094                          A009.09	1,374.00	12.000	16,488.00
STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25	EACH	12.000	16,488.00
		0.000	0.00
		0.000	0.00
0095                          A009.14	1,574.00	1.000	1,574.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	1.000	1,574.00
		0.000	0.00
		0.000	0.00
0096                          A020.30	630.00	1.000	630.00
LIGHTING CONTROL CENTER, TYPE R	EACH	1.000	630.00
		0.000	0.00
		0.000	0.00
0097                          A070.10	8.00	980.000	7,840.00
38 mm CONDUIT IN TRENCH	m	980.000	7,840.00
		0.000	0.00
		0.000	0.00
0098                          A072.10	8.00	349.000	2,792.00
38 mm CONDUIT UNDER ROADWAY	m	349.000	2,792.00
		7.000	56.00
		7.000	56.00
0099                          A080.22	1.35	1,329.000	1,794.15
STREET LIGHTING CABLE, NO. 6 BARE	m	1,329.000	1,794.15
		0.000	0.00
		0.000	0.00
0100                          A080.24	1.80	2,658.000	4,784.40
STREET LIGHTING CABLE, NO. 6 USE	m	2,658.000	4,784.40
		0.000	0.00
		0.000	0.00
0101                          0030.80	1,817.00	1.000	1,817.00
MOBILIZATION	LS	1.000	1,817.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	56,278.55
		Current	56,278.55
		In place	56.00
		This Estimate	56.00
GROUP 10 GENERAL ITEMS
0102                          0001.08	0.50	9,100.000	4,550.00
BARRICADE, TYPE II	BDAY	9,100.000	4,550.00
		1,339.000	669.50
		808.000	404.00
0103                          0001.10	1.00	5,629.000	5,629.00
BARRICADE, TYPE III	BDAY	5,629.000	5,629.00
		2,226.000	2,226.00
		434.000	434.00
0104                          0001.30	1.20	418.000	501.60
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	418.000	501.60
		0.000	0.00
		0.000	0.00
0105                          0001.90	0.50	9,206.000	4,603.00
SIGN DAY	EACH	9,206.000	4,603.00
		4,836.000	2,418.00
		630.000	315.00
0106                          0003.10	185.00	40.000	7,400.00
FLAGGING	DAY	40.000	7,400.00
		81.000	14,985.00
		0.000	0.00
0107                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		1.000	1,500.00
		1.000	1,500.00
0108                          0030.00	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0109                          9110.01	75.00	15.000	1,125.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	15.000	1,125.00
		7.500	562.50
		0.000	0.00
0110                          9110.03	60.00	15.000	900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	15.000	900.00
		4.000	240.00
		0.000	0.00
0111                          9110.06	65.00	15.000	975.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	15.000	975.00
		0.000	0.00
		0.000	0.00
0112                          9110.07	55.00	15.000	825.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	15.000	825.00
		7.500	412.50
		0.000	0.00
4000                          1017.50	47,500.00	0.000	0.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	47,500.00
		0.250	11,875.00
		0.000	0.00
4001                          0001.98	1.26	0.000	0.00
CONTRACTOR FURNISHED SIGN	EACH	150.000	189.00
		112.000	141.12
		112.000	141.12
GROUP 10 GENERAL ITEMS		Contracted	30,508.60
		Current	78,197.60
		In place	37,529.62
		This Estimate	2,794.12
Totals for contract		Contracted	1,832,596.16
		Current	1,880,285.16
		In place	561,453.46
		This Estimate	113,971.38