Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4666X
Estimate Number:	0011
Pay Period End Date:	09.13.2003

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	$865,692.22	$762,885.09	$102,807.13
$1,880,285.16	Stockpiled Materials	$57,293.26	$58,351.72	$-1,058.46
Original Contract Amt	Gross Earnings	$922,985.48	$821,236.81	$101,748.67
$1,832,596.16	Retainage	$-8,656.92	$-7,628.85	$-1,028.07
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
46.04%	Net Earnings	$914,328.56	$813,607.96	$100,720.60
	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	$46.50	$.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	$46.50	$46.50	$.00
	Payment	$914,375.06	$813,654.46	$100,720.60
Project Manager			Div. Head/Dist. Eng.
Woodgate, Gerald	09.16.2003		Heermann, Dennis	09.17.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.18.2003
Controller Div. Processed
Burling, Laurie	09.18.2003

		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
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0023	3075.46	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,586.51	CI 129479
		Basket assembly
		S.P. Adjustment	-152.08	CI 129479
		#5 BNT Epoxy bars
		S.P. Adjustment	-268.87	CI 129479
		#5 STR Epoxy bars
		Total for estimate 0009:	-3,007.46
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0023	3075.46	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,323.19	CI 129479
		Basket assembly
		S.P. Adjustment	-254.19	CI 129479
		#5 BNT Epoxy bars
		S.P. Adjustment	-126.13	CI 129479
		#5 STR Epoxy bars
0097	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-50.00	583867
		Conduit
0098	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-86.00	583867
		Conduit
		Total for estimate 0010:	-4,839.51
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0023	3075.46	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-920.35	CI 129479
		Basket assembly
		S.P. Adjustment	-54.11	CI 129479
		#5 BNT Epoxy bars
0098	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-84.00	583867
		Conduit
		Total for estimate 0011:	-1,058.46
		Total remaining for contract:	57,293.26

			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
		0.000	0.00

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
		0.000	0.00

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
		4,137.554	14,481.44
		949.300	3,322.55

0011 1106.00	4.10	659.000	2,701.90
REMOVE DRIVEWAY	m2	659.000	2,701.90
		347.648	1,425.36
		53.872	220.88

0012 1107.00	4.10	1,926.000	7,896.60
REMOVE WALK	m2	1,926.000	7,896.60
		1,518.326	6,225.13
		-24.375	-99.94

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	73,536.19
		This Estimate	3,443.49

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
		0.000	0.00

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
		678.291	26,453.35
		480.234	18,729.13

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
		445.951	15,483.42
		445.951	15,483.42

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
		3,512.773	117,994.05
		412.894	13,869.11

0024 3089.25	29.49	3,826.000	112,828.74
TEMPORARY SURFACING	m2	3,826.000	112,828.74
		4,581.110	135,096.94
		1,059.950	31,257.93

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
		7.791	3,856.55
		7.791	3,856.55

0034 9173.20	1.16	20,700.000	24,012.00
SUBGRADE PREPARATION	m2	20,700.000	24,012.00
		4,636.954	5,378.87
		1,339.074	1,553.33

GROUP 3 CONCRETE PAVEMENT		Contracted	1,057,042.42
		Current	1,057,042.42
		In place	337,026.36
		This Estimate	84,749.47

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
		58.500	4,153.50
		0.000	0.00

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
		228.000	18,924.00
		0.000	0.00

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
		142.000	14,910.00
		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
		102.500	15,477.50
		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
		331.500	62,985.00
		0.000	0.00

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
		439.000	102,726.00
		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
		0.000	0.00

0042 1119.00	100.00	5.000	500.00
REMOVE INLET	EACH	5.000	500.00
		1.000	100.00
		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
		627.000	1,881.00
		627.000	1,881.00

0044 4004.50	3.00	1,689.000	5,067.00
CAST IRON GRATE AND FRAME	kg	1,689.000	5,067.00
		319.000	957.00
		120.000	360.00

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.		1.000	1,250.00
		0.000	0.00

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.		1.000	1,250.00
		0.250	312.50

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.		1.000	3,000.00
		0.250	750.00

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
		0.000	0.00

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
		0.000	0.00

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
		11.000	1,100.00
		0.000	0.00

0061 4043.50	19.50	173.000	3,373.50
REMOVE SEWER PIPE	m	173.000	3,373.50
		38.500	750.75
		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
		117.800	589.00
		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
		76.100	38,811.00
		11.760	5,997.60

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
		1,730.300	2,508.94
		1,597.300	2,316.09

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
		0.000	0.00

0068 4320.36	750.00	3.000	2,250.00
900 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	3.000	2,250.00
		4.000	3,000.00
		0.000	0.00

GROUP 4 CULVERTS		Contracted	388,242.70
		Current	388,242.70
		In place	287,668.69
		This Estimate	11,617.19

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
		15.000	7,575.00
		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
		9.000	1,530.00
		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
		8.000	3,600.00
		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
		247.750	11,396.50
		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	122,987.50
		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
		25.000	200.00
		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
		92.000	736.00
		42.000	336.00

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	936.00
		This Estimate	336.00

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
		4,719.000	2,359.50
		1,662.000	831.00

0103 0001.10	1.00	5,629.000	5,629.00
BARRICADE, TYPE III	BDAY	5,629.000	5,629.00
		3,745.000	3,745.00
		647.000	647.00

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
		7,308.000	3,654.00
		1,072.000	536.00

0106 0003.10	185.00	40.000	7,400.00
FLAGGING	DAY	40.000	7,400.00
		88.000	16,280.00
		3.000	555.00

0107 0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00

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
		1.000	65.00
		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
		273.000	343.98
		73.000	91.98

GROUP 10 GENERAL ITEMS		Contracted	30,508.60
		Current	78,197.60
		In place	43,537.48
		This Estimate	2,660.98

Totals for contract		Contracted	1,832,596.16
		Current	1,880,285.16
		In place	865,692.22
		This Estimate	102,807.13