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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2853 SIMON CONTRACTORS AND SUBSIDIARIES
Contract ID:	5740
Estimate Number:	0011
Pay Period End Date:	09.13.2003

Contract Location:
IN ALLIANCE	Estimate Type:	PROG
Contractor:
SIMON CONTRACTORS AND SUBSIDIARIES	Date Let:	02.06.2003
4819 S INDUSTRIAL SERVICE RD	Date Awarded:	02.13.2003
PO BOX 347	Date Contract Executed:	02.24.2003
	Date Notice to Proceed:	02.24.2003
CHEYENNE WY 82003-0347	Date Work Began:	03.31.2003
Phone:	Date Physical Work Completed:
(307)632-7900	Date Accepted:
Escrow Agent:
Surety Co:
LIBERTY MUTUAL INSURANCE COMPANY

Counties
BOX BUTTE

Project Number		PCT			Fed State Project Number		Description
50740 000		0.000			EACNH-2-1(116)		GR CP CULV ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,049,271.49	$992,520.49	$56,751.00
$2,010,634.27	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,049,271.49	$992,520.49	$56,751.00
$1,957,596.79	Retainage	$-10,492.71	$-9,925.20	$-567.51
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
52.19%	Net Earnings	$1,038,778.78	$982,595.29	$56,183.49
	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	$-94.91	$-94.91	$.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	-$94.91	-$94.91	$.00
	Payment	$1,038,683.87	$982,500.38	$56,183.49
Project Manager			Div. Head/Dist. Eng.
Frickey, Russ	09.15.2003		Lind, Craig	09.15.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.15.2003
Controller Div. Processed
Burling, Laurie	09.15.2003

		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                          0030.10	4,600.00	1.000	4,600.00
MOBILIZATION	LS	1.000	4,600.00
		1.000	4,600.00
		0.000	0.00
0002                          1009.00	1,886.49	1.000	1,886.49
GENERAL CLEARING AND GRUBBING	LS	1.000	1,886.49
		1.000	1,886.49
		0.000	0.00
0003                          1011.00	1.17	1,185.000	1,386.45
WATER	kL	1,185.000	1,386.45
		60.720	71.04
		60.720	71.04
0004                          1030.00	4.89	6,770.000	33,105.30
EARTHWORK MEASURED IN EMBANKMENT	m3	7,788.420	38,085.37
		5,238.350	25,615.52
		1,788.060	8,743.61
0005                          1101.00	4.31	12,056.000	51,961.36
REMOVE PAVEMENT	m2	12,056.000	51,961.36
		8,408.323	36,239.88
		3,009.709	12,971.85
0006                          1101.25	8.20	1,500.000	12,300.00
SAWING PAVEMENT	m	2,118.000	17,367.60
		1,223.800	10,035.16
		0.000	0.00
0007                          1102.00	1.58	5,080.500	8,027.19
REMOVE ASPHALT SURFACE	m2	5,859.500	9,258.01
		6,482.078	10,241.68
		3,014.489	4,762.89
0008                          1106.00	4.84	2,415.000	11,688.60
REMOVE DRIVEWAY	m2	2,415.000	11,688.60
		2,093.117	10,130.68
		452.356	2,189.40
0009                          1107.00	3.62	74.000	267.88
REMOVE WALK	m2	74.000	267.88
		96.910	350.81
		0.000	0.00
0010                          1109.00	9.94	210.000	2,087.40
REMOVE CURB	m	210.000	2,087.40
		168.000	1,669.92
		0.000	0.00
0011                          1116.00	18.05	14.000	252.70
REMOVE GUARD POST	EACH	14.000	252.70
		20.000	361.00
		0.000	0.00
0012                          1120.00	758.16	1.000	758.16
REMOVE DISCHARGE STRUCTURE	EACH	1.000	758.16
		1.000	758.16
		0.000	0.00
0013                          1122.01	3.63	1,188.000	4,312.44
REMOVE CONCRETE MEDIAN SURFACING	m2	1,188.000	4,312.44
		1,197.359	4,346.41
		0.000	0.00
0014                          1123.00	37.91	80.000	3,032.80
REMOVE CONCRETE DITCH LINER	m2	80.000	3,032.80
		100.000	3,791.00
		0.000	0.00
0015                          1701.24	89.58	19.000	1,702.02
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	19.000	1,702.02
		0.000	0.00
		0.000	0.00
0016                          4310.24	294.36	2.000	588.72
600 mm FLARED-END SECTION	EACH	2.000	588.72
		0.000	0.00
		0.000	0.00
0017                          7017.00	7.15	53.000	378.95
REMOVE GUARDRAIL	m	53.000	378.95
		45.000	321.75
		0.000	0.00
4004                          4976.05	4,051.42	0.000	0.00
ADDITIONAL WORK	LS	1.000	4,051.42
		1.000	4,051.42
		0.000	0.00
4005                          8091.00	22.78	0.000	0.00
GRANULAR BACKFILL	m3	81.100	1,847.46
$27.67 - $4.89 = $22.78 Agreed Price		215.510	4,909.32
		134.410	3,061.86
4006                          1000.00	500.00	0.000	0.00
LARGE TREE REMOVAL	EACH	2.000	1,000.00
649+68 23 m Lt.649+74 22 m Lt.		2.000	1,000.00
		0.000	0.00
4007                          9110.01	58.00	0.000	0.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	60.000	3,480.00
		8.500	493.00
		8.500	493.00
4008                          9110.02	89.00	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	40.000	3,560.00
		7.000	623.00
		7.000	623.00
4009                          9110.03	60.00	0.000	0.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	40.000	2,400.00
		5.000	300.00
		5.000	300.00
4010                          9110.07	38.00	0.000	0.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	30.000	1,140.00
		0.000	0.00
		0.000	0.00
4011                          9110.06	45.00	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	30.000	1,350.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	138,336.46
		Current	168,443.83
		In place	121,796.24
		This Estimate	33,216.65
GROUP 3 CONCRETE PAVEMENT
0018                          0030.30	51,766.90	1.000	51,766.90
MOBILIZATION	LS	1.000	51,766.90
		1.000	51,766.90
		0.000	0.00
0019                          2001.00	21.76	12.000	261.12
GRAVEL SURFACE COURSE	m3	12.000	261.12
		0.000	0.00
		0.000	0.00
0020                          2010.00	45.76	100.000	4,576.00
CRUSHED ROCK SURFACE COURSE	m3	100.000	4,576.00
		0.000	0.00
		0.000	0.00
0021                          2021.05	75.07	8.000	600.56
REMOVE AND RESET MAILBOX	EACH	8.000	600.56
		6.000	450.42
		0.000	0.00
0022                          3008.05	6.54	626.000	4,094.04
TIE BARS	EACH	626.000	4,094.04
		0.000	0.00
		0.000	0.00
0023                          3013.10	201.60	72.000	14,515.20
CONCRETE CLASS 47B-20 BARRIER CURB	m	72.000	14,515.20
		0.000	0.00
		0.000	0.00
0024                          3016.21	22.09	1,587.000	35,056.83
CONCRETE CLASS 47B-20 SIDEWALKS	m2	1,587.000	35,056.83
		703.693	15,544.58
		529.200	11,690.03
0025                          3017.40	21.96	1,398.000	30,700.08
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	1,398.000	30,700.08
		0.000	0.00
		0.000	0.00
0026                          3020.24	25.81	2,561.000	66,099.41
CONCRETE CLASS 47B-25 DRIVEWAY	m2	2,561.000	66,099.41
		1,143.980	29,526.17
		0.000	0.00
0027                          3075.12	30.60	1,366.000	41,799.60
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,366.000	41,799.60
		517.660	15,840.27
		0.000	0.00
0028                          3075.42	31.73	4,351.000	138,057.23
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	4,099.000	130,061.27
		500.000	15,865.00
		0.000	0.00
0029                          3075.46	36.00	16,923.000	609,228.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	16,210.000	583,560.00
		7,598.421	273,543.16
		11.778	424.01
0030                          3089.25	30.48	1,231.000	37,520.88
TEMPORARY SURFACING	m2	0.000	0.00
200 mm		0.000	0.00
		0.000	0.00
0031                          3300.65	202.14	12.000	2,425.68
CONCRETE PAVEMENT THICKNESS CORE	EACH	12.000	2,425.68
		0.000	0.00
		0.000	0.00
0032                          4015.00	419.21	6.000	2,515.26
ADJUST MANHOLE TO GRADE	EACH	6.000	2,515.26
		0.000	0.00
		0.000	0.00
0033                          7500.32	224.00	12.000	2,688.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	12.000	2,688.00
		0.000	0.00
		0.000	0.00
0034                          7502.14	2.52	1,350.000	3,402.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	1,350.000	3,402.00
		0.000	0.00
		0.000	0.00
0035                          7503.14	2.52	1,975.000	4,977.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	1,975.000	4,977.00
		0.000	0.00
		0.000	0.00
0036                          7508.03	7.84	40.000	313.60
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3	m	40.000	313.60
		0.000	0.00
		0.000	0.00
0037                          7509.14	9.35	75.000	701.25
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	75.000	701.25
		0.000	0.00
		0.000	0.00
0038                          7512.03	15.68	75.000	1,176.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3	m	75.000	1,176.00
		0.000	0.00
		0.000	0.00
0039                          8029.10	3.29	22,408.000	73,722.32
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	22,408.000	73,722.32
		8,679.012	28,553.96
		0.000	0.00
0040                          9111.00	4.04	423.000	1,708.92
WATER	kL	423.000	1,708.92
		0.000	0.00
		0.000	0.00
0041                          9170.00	343.83	23.250	7,994.05
EARTH SHOULDER CONSTRUCTION	StaM	23.250	7,994.05
		0.000	0.00
		0.000	0.00
0042                          9173.20	1.83	25,201.000	46,117.83
SUBGRADE PREPARATION	m2	25,201.000	46,117.83
		9,303.339	17,025.11
		0.000	0.00
0043                          L001.02	2,240.00	0.680	1,523.20
SEEDING, TYPE B	ha	0.680	1,523.20
		0.000	0.00
		0.000	0.00
0044                          L010.00	10.08	1,863.000	18,779.04
SODDING	m2	1,863.000	18,779.04
		0.000	0.00
		0.000	0.00
0045                          L032.80	2,240.00	1.800	4,032.00
HYDROMULCH	Mg	1.800	4,032.00
		0.000	0.00
		0.000	0.00
0046                          W600.03	183.56	20.000	3,671.20
ADJUST VALVE BOX TO GRADE	EACH	20.000	3,671.20
		3.000	550.68
		0.000	0.00
0047                          W600.21	1,680.00	5.000	8,400.00
ADJUST FIRE HYDRANT TO GRADE	EACH	5.000	8,400.00
		0.000	0.00
		0.000	0.00
4001                          3089.25	22.00	0.000	0.00
TEMPORARY SURFACING	m2	1,580.000	34,760.00
150mm SP3		1,425.424	31,359.33
		0.000	0.00
4002                          9005.35	44.50	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	410.000	18,245.00
North Sided 3rd Street		422.364	18,795.20
		0.000	0.00
4003                          9179.23	420.00	0.000	0.00
COLD MILLING, CLASS 3	StaM	6.180	2,595.60
North Side 3rd Street		5.900	2,478.00
		0.000	0.00
4012                          4015.50	6,759.03	0.000	0.00
RECONSTRUCT MANHOLE	EACH	1.000	6,759.03
AT STA. 651+14.48 RT.		1.000	6,759.03
		0.000	0.00
4013                          3091.19	37.00	0.000	0.00
230 mm CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	965.000	35,705.00
		362.844	13,425.23
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	1,218,423.20
		Current	1,245,302.99
		In place	521,483.04
		This Estimate	12,114.04
GROUP 4 CULVERTS
0048                          0030.40	3,920.00	1.000	3,920.00
MOBILIZATION	LS	1.000	3,920.00
		1.000	3,920.00
		0.000	0.00
0049                          1119.00	560.00	1.000	560.00
REMOVE INLET	EACH	1.000	560.00
		0.000	0.00
		0.000	0.00
0050                          4002.00	3.36	3,181.000	10,688.16
CAST IRON COVER AND FRAME	kg	3,181.000	10,688.16
		2,839.000	9,539.04
		0.000	0.00
0051                          4004.50	3.08	474.000	1,459.92
CAST IRON GRATE AND FRAME	kg	474.000	1,459.92
		487.000	1,499.96
		0.000	0.00
0052                          4016.00	2,576.00	1.000	2,576.00
MANHOLE	EACH	1.000	2,576.00
AT STA. 649+76.86 RT.		1.000	2,576.00
		0.000	0.00
0053                          4016.01	2,352.00	1.000	2,352.00
MANHOLE	EACH	1.000	2,352.00
AT STA. 650+48.84 RT.		1.000	2,352.00
		0.000	0.00
0054                          4016.02	2,352.00	1.000	2,352.00
MANHOLE	EACH	1.000	2,352.00
AT STA. 651+14.48 RT.		1.000	2,352.00
		0.000	0.00
0055                          4016.03	2,576.00	1.000	2,576.00
MANHOLE	EACH	1.000	2,576.00
AT STA. 651+92.73 RT.		1.000	2,576.00
		0.000	0.00
0056                          4016.04	2,576.00	1.000	2,576.00
MANHOLE	EACH	1.000	2,576.00
AT STA. 652+11.68 RT.		1.000	2,576.00
		0.000	0.00
0057                          4016.05	2,688.00	1.000	2,688.00
MANHOLE	EACH	1.000	2,688.00
AT STA. 652+95.84 RT.		1.000	2,688.00
		0.000	0.00
0058                          4016.06	4,480.00	1.000	4,480.00
MANHOLE	EACH	1.000	4,480.00
AT STA. 653+50.13 RT.		1.000	4,480.00
		0.000	0.00
0059                          4016.07	2,688.00	1.000	2,688.00
MANHOLE	EACH	1.000	2,688.00
AT STA. 654+09.13 RT.		1.000	2,688.00
		0.000	0.00
0060                          4016.08	2,576.00	1.000	2,576.00
MANHOLE	EACH	1.000	2,576.00
AT STA. 654+61.10 RT.		1.000	2,576.00
		0.000	0.00
0061                          4016.09	2,576.00	1.000	2,576.00
MANHOLE	EACH	1.000	2,576.00
AT STA. 655+11.57 RT.		1.000	2,576.00
		0.000	0.00
0062                          4016.10	2,352.00	1.000	2,352.00
MANHOLE	EACH	1.000	2,352.00
AT STA. 656+21.53 RT.		1.000	2,352.00
		0.000	0.00
0063                          4035.00	224.00	4.000	896.00
REMOVE FLARED-END SECTION	EACH	4.000	896.00
		3.000	672.00
		0.000	0.00
0064                          4044.00	5,600.00	1.000	5,600.00
PREPARATION OF STRUCTURE	EACH	1.000	5,600.00
AT STA. 652+02.21		1.000	5,600.00
		0.000	0.00
0065                          4050.01	28.00	313.000	8,764.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	313.000	8,764.00
		307.000	8,596.00
		0.000	0.00
0066                          4051.01	112.00	6.000	672.00
EXCAVATION FOR BOX CULVERTS	m3	6.000	672.00
		6.000	672.00
		0.000	0.00
0067                          4101.06	448.95	64.280	28,858.51
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	64.280	28,858.51
		66.390	29,805.80
		0.000	0.00
0068                          4105.59	728.00	60.240	43,854.72
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	60.240	43,854.72
		32.330	23,536.24
		0.000	0.00
0069                          4151.00	1.78	4,033.000	7,178.74
REINFORCING STEEL FOR BOX CULVERT	kg	4,033.000	7,178.74
		4,033.000	7,178.75
		0.000	0.00
0070                          4155.50	1.44	1,878.000	2,704.32
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	1,878.000	2,704.32
		1,059.440	1,525.59
		0.000	0.00
0071                          4310.24	532.00	4.000	2,128.00
600 mm FLARED-END SECTION	EACH	4.000	2,128.00
		3.000	1,596.00
		0.000	0.00
0072                          P500.24	106.40	104.000	11,065.60
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	104.000	11,065.60
		104.000	11,065.60
		0.000	0.00
0073                          P700.12	78.40	4.000	313.60
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	4.000	313.60
		4.000	313.60
		0.000	0.00
0074                          P700.18	86.24	181.000	15,609.44
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	181.000	15,609.44
		149.400	12,884.26
		0.000	0.00
0075                          P700.24	106.40	284.000	30,217.60
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	284.000	30,217.60
		228.480	24,310.27
		0.000	0.00
0076                          P700.30	140.00	250.000	35,000.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	250.000	35,000.00
		250.000	35,000.00
		0.000	0.00
0077                          P700.36	201.60	7.000	1,411.20
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	7.000	1,411.20
		7.000	1,411.20
		7.000	1,411.20
0078                          P775.30	190.40	18.000	3,427.20
750 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	18.000	3,427.20
		6.000	1,142.40
		0.000	0.00
0079                          P775.36	280.00	8.000	2,240.00
900 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	8.000	2,240.00
		8.000	2,240.00
		-7.000	-1,960.00
0080                          P775.48	403.20	86.000	34,675.20
1200 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	86.000	34,675.20
		86.000	34,675.20
		0.000	0.00
GROUP 4 CULVERTS		Contracted	281,036.21
		Current	281,036.21
		In place	246,975.91
		This Estimate	-548.80
GROUP 8B ELECTRICAL
0081                          0003.76	5,040.00	1.000	5,040.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	5,040.00
AT 3rd STREET & CODY AVENUE		1.000	5,040.00
		0.000	0.00
0082                          0030.81	1,634.08	1.000	1,634.08
MOBILIZATION	LS	1.000	1,634.08
		1.000	1,634.08
		0.000	0.00
0083                          A001.01	504.00	12.000	6,048.00
PULL BOX, TYPE PB-1	EACH	7.000	3,528.00
		4.000	2,016.00
		0.000	0.00
0084                          A001.02	448.00	5.000	2,240.00
PULL BOX, TYPE PB-1A	EACH	3.000	1,344.00
		4.000	1,792.00
		1.000	448.00
0085                          A001.05	672.00	1.000	672.00
PULL BOX, TYPE PB-2	EACH	1.000	672.00
		1.000	672.00
		1.000	672.00
0086                          A001.06	616.00	6.000	3,696.00
PULL BOX, TYPE PB-2A	EACH	6.000	3,696.00
		5.000	3,080.00
		0.000	0.00
0087                          A001.12	392.00	11.000	4,312.00
PULL BOX, TYPE PB-5	EACH	11.000	4,312.00
		0.000	0.00
		0.000	0.00
0088                          A001.16	448.00	2.000	896.00
PULL BOX, TYPE PB-6	EACH	2.000	896.00
		0.000	0.00
		0.000	0.00
0089                          A004.00	672.00	24.000	16,128.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	24.000	16,128.00
		4.000	2,688.00
		1.000	672.00
0090                          A004.04	1,120.00	1.000	1,120.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	1.000	1,120.00
		0.000	0.00
		0.000	0.00
0091                          A006.15	560.00	8.000	4,480.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	24.000	13,440.00
		4.000	2,240.00
		0.000	0.00
0092                          A006.70	168.00	4.000	672.00
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	4.000	672.00
		2.000	336.00
		0.000	0.00
0093                          A006.98	308.00	30.000	9,240.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	16.000	4,928.00
		4.000	1,232.00
		0.000	0.00
0094                          A007.00	336.00	24.000	8,064.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	14.000	4,704.00
		10.000	3,360.00
		0.000	0.00
0095                          A007.08	448.00	5.000	2,240.00
VEHICLE DETECTOR, TYPE TD-3	EACH	5.000	2,240.00
		0.000	0.00
		0.000	0.00
0096                          A009.09	1,456.00	18.000	26,208.00
STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25	EACH	18.000	26,208.00
		7.000	10,192.00
		0.000	0.00
0097                          A009.14	1,792.00	12.000	21,504.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	12.000	21,504.00
		6.000	10,752.00
		0.000	0.00
0098                          A010.70	280.00	1.000	280.00
LUMINAIRE	EACH	1.000	280.00
		0.000	0.00
		0.000	0.00
0099                          A010.76	392.00	1.000	392.00
LUMINAIRE ARM	EACH	1.000	392.00
		0.000	0.00
		0.000	0.00
0100                          A011.15	4,480.00	8.000	35,840.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-9.5-0.0	EACH	8.000	35,840.00
		0.000	0.00
		0.000	0.00
0101                          A012.05	6,160.00	1.000	6,160.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7	EACH	1.000	6,160.00
		0.000	0.00
		0.000	0.00
0102                          A016.60	3,360.00	1.000	3,360.00
MAST ARM SIGNAL POLE, TYPE MP-12.5	EACH	1.000	3,360.00
		0.000	0.00
		0.000	0.00
0103                          A020.30	1,120.00	2.000	2,240.00
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	2,240.00
		0.000	0.00
		0.000	0.00
0104                          A070.10	7.28	983.000	7,156.24
38 mm CONDUIT IN TRENCH	m	983.000	7,156.24
		175.500	1,277.64
		27.000	196.56
0105                          A070.14	7.84	145.000	1,136.80
50 mm CONDUIT IN TRENCH	m	128.000	1,003.52
		94.324	739.50
		0.000	0.00
0106                          A072.10	7.84	454.000	3,559.36
38 mm CONDUIT UNDER ROADWAY	m	454.000	3,559.36
		249.999	1,959.99
		74.070	580.71
0107                          A072.14	8.40	97.000	814.80
50 mm CONDUIT UNDER ROADWAY	m	56.000	470.40
		99.800	838.32
		9.910	83.24
0108                          A072.18	11.20	75.000	840.00
75 mm CONDUIT UNDER ROADWAY	m	75.000	840.00
		75.600	846.72
		29.880	334.66
0109                          A077.12	1.12	131.000	146.72
2/C #14 AWG TRAFFIC SIGNAL CABLE	m	131.000	146.72
		0.000	0.00
		0.000	0.00
0110                          A077.22	3.36	337.000	1,132.32
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	337.000	1,132.32
		0.000	0.00
		0.000	0.00
0111                          A079.01	1.01	827.000	835.27
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	827.000	835.27
		0.000	0.00
		0.000	0.00
0112                          A079.50	1.01	260.000	262.60
GROUNDING CONDUCTOR	m	260.000	262.60
		0.000	0.00
		0.000	0.00
0113                          A079.55	2.24	9.000	20.16
SERVICE CABLE	m	9.000	20.16
		0.000	0.00
		0.000	0.00
0114                          A080.22	1.62	1,437.000	2,327.94
STREET LIGHTING CABLE, NO. 6 BARE	m	1,437.000	2,327.94
		0.000	0.00
		0.000	0.00
0115                          A080.24	1.79	2,874.000	5,144.46
STREET LIGHTING CABLE, NO. 6 USE	m	2,874.000	5,144.46
		0.000	0.00
		0.000	0.00
0116                          A110.70	840.00	1.000	840.00
LUMINAIRE EXTENSION	EACH	1.000	840.00
		0.000	0.00
		0.000	0.00
0117                          A500.00	1,120.00	2.000	2,240.00
INSTALL TRAFFIC SIGNAL CONTROLLER	EACH	2.000	2,240.00
TYPE TC-4		0.000	0.00
		0.000	0.00
0118                          A500.20	1,344.00	1.000	1,344.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	1,344.00
		0.000	0.00
		0.000	0.00
0119                          A502.03	168.00	8.000	1,344.00
INSTALL PEDESTRIAN SIGNAL	EACH	0.000	0.00
TYPE PS-2		0.000	0.00
		0.000	0.00
0120                          A610.00	1,344.00	1.000	1,344.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,344.00
AT JUNCTION OF N-2/US-385		1.000	1,344.00
		0.000	0.00
0121                          A610.01	2,800.00	1.000	2,800.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	2,800.00
AT 3rd STREET & CODY AVENUE		0.500	1,400.00
		0.000	0.00
0122                          A639.90	560.00	8.000	4,480.00
REMOVE COMBINATION MAST ARM SIGNAL AND LIGHTING POLE	EACH	8.000	4,480.00
		0.000	0.00
		0.000	0.00
0123                          A703.60	1,232.00	1.000	1,232.00
RELOCATE MAST ARM SIGNAL POLE	EACH	1.000	1,232.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	201,466.75
		Current	197,517.07
		In place	53,440.25
		This Estimate	2,987.17
GROUP 10 GENERAL ITEMS
0124                          0001.08	0.50	22,300.000	11,150.00
BARRICADE, TYPE II	BDAY	22,300.000	11,150.00
		36,124.000	18,062.00
		5,137.000	2,568.50
0125                          0001.10	2.91	4,965.000	14,448.15
BARRICADE, TYPE III	BDAY	4,965.000	14,448.15
		6,644.000	19,334.04
		867.000	2,522.97
0126                          0001.75	2.91	240.000	698.40
TEMPORARY SIGN DAY	EACH	240.000	698.40
		0.000	0.00
		0.000	0.00
0127                          0001.90	0.83	15,322.000	12,717.26
SIGN DAY	EACH	15,322.000	12,717.26
		10,493.000	8,709.19
		1,384.000	1,148.72
0128                          0001.98	0.82	2,822.000	2,314.04
CONTRACTOR FURNISHED SIGN	EACH	2,822.000	2,314.04
		0.000	0.00
		0.000	0.00
0129                          0002.30	1.12	2,550.000	2,856.00
PAVEMENT MARKING REMOVAL	m	2,550.000	2,856.00
		806.000	902.72
		63.000	70.56
0130                          0002.44	0.56	7,400.000	4,144.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	7,400.000	4,144.00
		6,044.000	3,384.64
		304.000	170.24
0131                          0002.47	1.12	2,500.000	2,800.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	2,500.000	2,800.00
		967.500	1,083.60
		304.000	340.48
0132                          0002.97	17.47	308.000	5,380.76
FLASHING ARROW PANEL	DAY	308.000	5,380.76
		321.000	5,607.87
		61.000	1,065.67
0133                          0003.10	215.52	40.000	8,620.80
FLAGGING	DAY	40.000	8,620.80
		64.000	13,793.28
		0.000	0.00
0134                          0003.75	3,784.48	1.000	3,784.48
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	3,784.48
		1.000	3,784.48
		0.000	0.00
0135                          0005.10	54.74	244.000	13,356.56
TRAFFIC CONTROL MANAGEMENT	DAY	244.000	13,356.56
		155.000	8,484.70
		20.000	1,094.80
0136                          0010.04	2,795.33	1.000	2,795.33
FIELD OFFICE	EACH	1.000	2,795.33
		1.000	2,795.33
		0.000	0.00
0137                          0030.00	6,000.00	1.000	6,000.00
MOBILIZATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0138                          1017.00	27,268.40	1.000	27,268.40
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	27,268.40
		0.500	13,634.20
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	118,334.18
		Current	118,334.18
		In place	105,576.05
		This Estimate	8,981.94
Totals for contract		Contracted	1,957,596.79
		Current	2,010,634.28
		In place	1,049,271.49
		This Estimate	56,751.00