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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2182 WBE COMPANY, INC.
Contract ID:	2598X
Estimate Number:	0035
Pay Period End Date:	06.22.2002

Contract Location:
CORNHUSKER RD, 48ST - 72ST	Estimate Type:	PROG
Contractor:
WBE COMPANY, INC.	Date Let:	06.29.2000
28990 US HIGHWAY #275	Date Awarded:	07.21.2000
	Date Contract Executed:	07.27.2000
	Date Notice to Proceed:	08.07.2000
VALLEY NE 68064	Date Work Began:	08.07.2000
Phone:	Date Physical Work Completed:
(402)359-5774	Date Accepted:
Escrow Agent:
Surety Co:
UNITED STATES FIDELITY AND GUARANTY COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21598 000		0.000			EACSTPE-3790(5)		GRAD, CONC PAVE, CULV, ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,556,728.83	$3,553,341.33	$3,387.50
$3,557,090.87	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$3,556,728.83	$3,553,341.33	$3,387.50
$3,363,109.86	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.99%	Net Earnings	$3,531,728.83	$3,528,341.33	$3,387.50
	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	$545.07	$545.07	$.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	$545.07	$545.07	$.00
	Payment	$3,532,273.90	$3,528,886.40	$3,387.50
Project Manager			Div. Head/Dist. Eng.
Holmes, Bob	06.25.2002		Lech, Marvin (Marv)	06.25.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.25.2002
Controller Div. Processed
Burling, Laurie	06.26.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0082	A003.10	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Initial Payment	2,420.00	8149
		Traffic Signal, Type TS-1
0083	A003.20	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Initial Payment	692.00	8149
		Traffic Signal, Type TS-1A
0084	A004.04	TRAFFIC SIGNAL, TYPE TS-1LL
		S.P. Initial Payment	2,604.00	8149
		Traffic Signal, Type TS-1LL
0087	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Initial Payment	744.00	8149
		Pedestrian Signal, Type PS-1
0088	A006.70	PEDESTRIAN PUSHBUTTON, TYPE PPB
		S.P. Initial Payment	108.00	8149
		Pedestrian Pushbutton, PPB
0092	A011.40	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	3,287.00	01908945
		C.M.A. Signal & Lighting Pole, CMP-35-12
0093	A011.65	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	3,310.00	01908945
		C.M.A. Signal & Lighting Pole, CMP-40-12
0094	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	3,332.00	01908945
		C.M.A. Signal & Lighting Pole, CMP-45-12
0095	A012.60	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE
		S.P. Initial Payment	3,432.00	01908945
		C.M.A. Signal & Lighting Pole, CMP-50-12
		Total for estimate 0013:	19,929.00
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0082	A003.10	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-1,452.00	8149
		Traffic Signal, Type TS-1
0083	A003.20	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Adjustment	-692.00	8149
		Traffic Signal, Type TS-1A
0084	A004.04	TRAFFIC SIGNAL, TYPE TS-1LL
		S.P. Adjustment	-1,736.00	8149
		Traffic Signal, Type TS-1LL
0087	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Adjustment	-744.00	8149
		Pedestrian Signal, Type PS-1
0088	A006.70	PEDESTRIAN PUSHBUTTON, TYPE PPB
		S.P. Adjustment	-54.00	8149
		Pedestrian Pushbutton, PPB
0092	A011.40	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-3,287.00	01908945
		C.M.A. Signal & Lighting Pole, CMP-35-12
0093	A011.65	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-3,310.00	01908945
		C.M.A. Signal & Lighting Pole, CMP-40-12
0094	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-3,332.00	01908945
		C.M.A. Signal & Lighting Pole, CMP-45-12
0095	A012.60	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE
		S.P. Adjustment	-3,432.00	01908945
		C.M.A. Signal & Lighting Pole, CMP-50-12
		Total for estimate 0032:	-18,039.00
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0082	A003.10	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-968.00	8149
		Traffic Signal, Type TS-1
0084	A004.04	TRAFFIC SIGNAL, TYPE TS-1LL
		S.P. Adjustment	-868.00	8149
		Traffic Signal, Type TS-1LL
0088	A006.70	PEDESTRIAN PUSHBUTTON, TYPE PPB
		S.P. Adjustment	-54.00	8149
		Pedestrian Pushbutton, PPB
		Total for estimate 0033:	-1,890.00
		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                          L006.00	60.00	13.000	780.00
COVER CROP SEEDING	ACRE	13.000	780.00
		0.000	0.00
		0.000	0.00
0002                          L022.11	2.10	9,437.000	19,817.70
FABRIC SILT FENCE-LOW POROSITY	LF	9,437.000	19,817.70
		4,890.700	10,270.47
		0.000	0.00
0003                          0030.10	12,000.00	1.000	12,000.00
MOBILIZATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0004                          1009.00	10,000.00	1.000	10,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0005                          1011.00	1.00	717.000	717.00
WATER	MGAL	717.000	717.00
		4.000	4.00
		0.000	0.00
0006                          1030.00	3.90	47,815.000	186,478.50
EARTHWORK MEASURED IN EMBANKMENT	CY	47,815.000	186,478.50
		47,815.000	186,478.50
		0.000	0.00
0007                          1041.00	0.80	7,896.000	6,316.80
SALVAGING AND PLACING TOPSOIL	SY	7,896.000	6,316.80
		7,896.000	6,316.80
		0.000	0.00
0008                          1101.00	1.00	32,516.000	32,516.00
REMOVE PAVEMENT	SY	32,516.000	32,516.00
		30,186.700	30,186.70
		0.000	0.00
0009                          1102.00	1.00	16,871.000	16,871.00
REMOVE ASPHALT SURFACE	SY	16,871.000	16,871.00
		19,165.280	19,165.28
		0.000	0.00
0010                          1106.00	1.00	418.000	418.00
REMOVE DRIVEWAY	SY	418.000	418.00
		225.870	225.87
		0.000	0.00
0011                          1122.01	1.00	277.000	277.00
REMOVE CONCRETE MEDIAN SURFACING	SY	277.000	277.00
		277.000	277.00
		0.000	0.00
0012                          1125.00	5,000.00	1.000	5,000.00
CLEAR TRACT	EACH	1.000	5,000.00
AT STA. 78+07 TO 79+45		1.000	5,000.00
		0.000	0.00
0013                          1300.18	19.55	44.000	860.20
18" DRIVEWAY CULVERT PIPE	LF	44.000	860.20
		44.000	860.20
		0.000	0.00
0014                          1300.24	22.55	36.000	811.80
24" DRIVEWAY CULVERT PIPE	LF	36.000	811.80
		48.000	1,082.40
		0.000	0.00
0015                          4310.18	130.50	2.000	261.00
18" FLARED-END SECTION	EACH	2.000	261.00
		2.000	261.00
		0.000	0.00
0016                          4310.24	163.20	2.000	326.40
24" FLARED-END SECTION	EACH	2.000	326.40
		2.000	326.40
		0.000	0.00
0017                          7151.00	12.00	317.000	3,804.00
REMOVE AND RESET FENCE	LF	317.000	3,804.00
		0.000	0.00
		0.000	0.00
0018                          9110.01	85.00	90.000	7,650.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	90.000	7,650.00
		19.250	1,636.25
		0.000	0.00
0019                          9110.03	65.00	90.000	5,850.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	90.000	5,850.00
		0.000	0.00
		0.000	0.00
0020                          9110.07	70.00	90.000	6,300.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	90.000	6,300.00
		0.000	0.00
		0.000	0.00
4001                          1136.10	9,922.50	0.000	0.00
REMOVE	LS	1.000	9,922.50
House and outbuildings		1.000	9,922.50
		0.000	0.00
4012                          1010.40	7.80	0.000	0.00
REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL	CY	1,400.000	10,920.00
		1,440.000	11,232.00
		0.000	0.00
4013                          8101.40	5.20	0.000	0.00
SUBGRADE STABILIZATION	SY	4,300.000	22,360.00
with Flyash		4,320.000	22,464.00
		0.000	0.00
GROUP 1 GRADING		Contracted	317,055.40
		Current	360,257.90
		In place	327,709.37
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0021                          L001.02	375.00	13.000	4,875.00
SEEDING, TYPE B	ACRE	13.000	4,875.00
		12.570	4,713.75
		0.000	0.00
0022                          L032.75	52.75	29.000	1,529.75
MULCH	TON	29.000	1,529.75
		23.353	1,231.87
		0.000	0.00
0023                          W600.03	175.00	1.000	175.00
ADJUST VALVE BOX TO GRADE	EACH	1.000	175.00
		1.000	175.00
		0.000	0.00
0024                          0030.30	78,600.00	1.000	78,600.00
MOBILIZATION	LS	1.000	78,600.00
		1.000	78,600.00
		0.000	0.00
0025                          2010.03	19.90	32.000	636.80
CRUSHED ROCK SURFACE COURSE	TON	32.000	636.80
		42.290	841.57
		0.000	0.00
0026                          2021.00	75.00	3.000	225.00
MAILBOX POST	EACH	3.000	225.00
		1.000	75.00
		0.000	0.00
0027                          3011.22	7.20	255.000	1,836.00
CONCRETE CLASS 47B-3000 CURB TYPE II	LF	255.000	1,836.00
		244.000	1,756.80
		0.000	0.00
0028                          3016.62	22.91	7,334.000	168,021.94
6" CONCRETE CLASS 47B-3000 BIKEWAY	SY	7,334.000	168,021.94
		7,928.180	181,634.60
		0.000	0.00
0029                          3017.17	62.00	1,631.000	101,122.00
6" CONCRETE CLASS 47B-3000 IMPRINTED SURFACING	SY	1,631.000	101,122.00
		1,801.260	111,678.12
		0.000	0.00
0030                          3017.40	18.78	11,687.000	219,481.86
CONCRETE CLASS 47B-3000 MEDIAN SURFACING	SY	11,687.000	219,481.86
		11,577.800	217,431.08
		0.000	0.00
0031                          3020.26	26.09	935.000	24,394.15
CONCRETE CLASS 47B-3625 DRIVEWAY	SY	935.000	24,394.15
		878.330	22,915.63
		0.000	0.00
0032                          3075.41	23.00	66,568.000	1,531,064.00
9" CONCRETE PAVEMENT, CLASS 47B-3625	SY	66,568.000	1,531,064.00
		67,277.830	1,547,390.09
		0.000	0.00
0033                          4015.00	140.00	3.000	420.00
ADJUST MANHOLE TO GRADE	EACH	3.000	420.00
		4.000	560.00
		0.000	0.00
0034                          9004.55	40.15	110.000	4,416.50
ASPHALTIC CONCRETE, TYPE SURFACE	TON	110.000	4,416.50
		133.530	5,361.23
		0.000	0.00
0035                          9004.58	40.15	220.000	8,833.00
ASPHALTIC CONCRETE, TYPE BASE	TON	220.000	8,833.00
		261.970	10,518.10
		0.000	0.00
0036                          9111.00	1.00	258.000	258.00
WATER	MGAL	258.000	258.00
		4.000	4.00
		0.000	0.00
0037                          9170.00	150.00	206.000	30,900.00
EARTH SHOULDER CONSTRUCTION	STA	206.000	30,900.00
		205.000	30,750.00
		0.000	0.00
0038                          9173.20	0.95	68,521.000	65,094.95
SUBGRADE PREPARATION	SY	68,521.000	65,094.95
		68,540.240	65,113.24
		0.000	0.00
4011                          2018.00	16.80	0.000	0.00
CRUSHED CONCRETE FOR TEMPORARY SURFACING	TON	750.000	12,600.00
		761.190	12,787.99
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	2,241,883.95
		Current	2,254,483.95
		In place	2,293,538.07
		This Estimate	0.00
GROUP 4 CULVERTS
0039                          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
0040                          1119.00	97.00	2.000	194.00
REMOVE INLET	EACH	2.000	194.00
		1.000	97.00
		0.000	0.00
0041                          4002.00	1.55	8,125.000	12,593.75
CAST IRON COVER AND FRAME	LB	8,125.000	12,593.75
		7,500.000	11,625.00
		0.000	0.00
0042                          4005.00	1.55	1,725.000	2,673.75
CAST IRON RING AND COVER	LB	1,725.000	2,673.75
		2,415.000	3,743.25
		0.000	0.00
0043                          4011.60	1,222.00	4.000	4,888.00
AREA INLET	EACH	4.000	4,888.00
48"		3.000	3,666.00
		0.000	0.00
0044                          4015.50	374.00	2.000	748.00
RECONSTRUCT MANHOLE	EACH	2.000	748.00
		1.000	374.00
		-1.000	-374.00
0045                          4016.00	2,250.00	1.000	2,250.00
MANHOLE	EACH	1.000	2,250.00
AT STA. 31+00 36' LT		1.000	2,250.00
		0.000	0.00
0046                          4016.01	2,250.00	1.000	2,250.00
MANHOLE	EACH	1.000	2,250.00
AT STA. 103+00 39' LT		1.000	2,250.00
		0.000	0.00
0047                          4016.02	2,250.00	1.000	2,250.00
MANHOLE	EACH	1.000	2,250.00
AT STA. 107+00 40' LT		1.000	2,250.00
		0.000	0.00
0048                          4016.03	2,250.00	1.000	2,250.00
MANHOLE	EACH	1.000	2,250.00
AT STA. 111+00 39' LT		1.000	2,250.00
		0.000	0.00
0049                          4016.04	2,250.00	1.000	2,250.00
MANHOLE	EACH	1.000	2,250.00
AT STA. 1000+50 75' RT		1.000	2,250.00
		0.000	0.00
0050                          4017.00	398.00	2.000	796.00
TAPPING EXISTING MANHOLE	EACH	2.000	796.00
		0.000	0.00
		0.000	0.00
0051                          4018.00	293.00	2.000	586.00
TAPPING EXISTING STRUCTURE	EACH	2.000	586.00
		2.000	586.00
		0.000	0.00
0052                          4035.00	49.00	14.000	686.00
REMOVE FLARED-END SECTION	EACH	14.000	686.00
		10.000	490.00
		0.000	0.00
0053                          4035.25	92.00	1.000	92.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	1.000	92.00
		0.000	0.00
		0.000	0.00
0054                          4043.50	6.10	566.000	3,452.60
REMOVE SEWER PIPE	LF	566.000	3,452.60
		767.000	4,678.70
		320.000	1,952.00
0055                          4043.70	8.12	92.000	747.04
SALVAGE SEWER PIPE	LF	92.000	747.04
		0.000	0.00
		0.000	0.00
0056                          4050.01	6.00	744.000	4,464.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	744.000	4,464.00
		601.000	3,606.00
		32.000	192.00
0057                          4105.59	410.00	297.940	122,155.40
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	297.940	122,155.40
		293.650	120,396.50
		0.000	0.00
0058                          4107.07	400.00	0.630	252.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	0.630	252.00
		0.630	252.00
		0.000	0.00
0059                          4130.06	220.00	0.520	114.40
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG	CY	0.520	114.40
		0.410	90.20
		0.000	0.00
0060                          4155.50	0.66	22,857.000	15,085.62
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	22,857.000	15,085.62
		22,158.900	14,624.87
		0.000	0.00
0061                          4157.00	0.60	49.000	29.40
REINFORCING STEEL FOR COLLARS	LB	49.000	29.40
		49.000	29.40
		0.000	0.00
0062                          4450.24	32.00	176.000	5,632.00
24" REINFORCED CONCRETE PIPE	LF	176.000	5,632.00
		208.000	6,656.00
		0.000	0.00
0063                          4460.24	279.00	5.000	1,395.00
24" CONCRETE FLARED-END SECTION	EACH	5.000	1,395.00
		3.000	837.00
		0.000	0.00
0064                          4460.30	316.00	1.000	316.00
30" CONCRETE FLARED END SECTION	EACH	1.000	316.00
		0.000	0.00
		0.000	0.00
0065                          4460.36	422.00	1.000	422.00
36" CONCRETE FLARED-END SECTION	EACH	1.000	422.00
		1.000	422.00
		0.000	0.00
0066                          4461.30	310.00	1.000	310.00
INSTALL 30" CONCRETE FLARED-END SECTION	EACH	1.000	310.00
		1.000	310.00
		0.000	0.00
0067                          4600.15	22.57	955.000	21,554.35
15" REINFORCED CONCRETE SEWER PIPE	LF	955.000	21,554.35
		960.000	21,667.21
		0.000	0.00
0068                          4600.18	24.24	1,673.000	40,553.52
18" REINFORCED CONCRETE SEWER PIPE	LF	1,673.000	40,553.52
		1,673.000	40,553.52
		0.000	0.00
0069                          4600.24	28.78	2,549.000	73,360.22
24" REINFORCED CONCRETE SEWER PIPE	LF	2,549.000	73,360.22
		2,537.000	73,014.86
		0.000	0.00
0070                          4600.30	36.96	5,315.000	196,442.40
30" REINFORCED CONCRETE SEWER PIPE	LF	5,315.000	196,442.40
		5,362.000	198,179.52
		0.000	0.00
0071                          4600.36	60.00	204.000	12,240.00
36" REINFORCED CONCRETE SEWER PIPE	LF	204.000	12,240.00
		192.500	11,550.00
		0.000	0.00
0072                          4600.48	79.00	900.000	71,100.00
48" REINFORCED CONCRETE SEWER PIPE	LF	900.000	71,100.00
		900.000	71,100.00
		0.000	0.00
0073                          4602.15	9.48	435.000	4,123.80
15" REINFORCED CONCRETE SEWER PIPE CLASS V	LF	435.000	4,123.80
		447.000	4,237.56
		0.000	0.00
0074                          4602.24	20.63	112.000	2,310.56
24" REINFORCED CONCRETE SEWER PIPE CLASS V	LF	112.000	2,310.56
		112.000	2,310.56
		0.000	0.00
0075                          4602.30	36.84	50.000	1,842.00
30" REINFORCED CONCRETE SEWER PIPE CLASS V	LF	50.000	1,842.00
		52.500	1,934.10
		0.000	0.00
0076                          4823.15	77.00	435.000	33,495.00
JACKING 15" REINFORCED CONCRETE SEWER PIPE, CLASS V	LF	435.000	33,495.00
		308.000	23,716.00
		0.000	0.00
0077                          4823.24	108.00	112.000	12,096.00
JACKING 24" REINFORCED CONCRETE SEWER PIPE, CLASS V	LF	112.000	12,096.00
		0.000	0.00
		0.000	0.00
0078                          4823.30	129.00	50.000	6,450.00
JACKING 30" REINFORCED CONCRETE SEWER PIPE, CLASS V	LF	50.000	6,450.00
		49.000	6,321.00
		0.000	0.00
0079                          6105.02	20.00	200.000	4,000.00
ROCK RIPRAP, TYPE B	TON	200.000	4,000.00
		145.620	2,912.40
		0.000	0.00
4002                          4016.05	1,900.00	0.000	0.00
MANHOLE	EACH	1.000	1,900.00
at Station 64+66, 36' Lt.		1.000	1,900.00
		0.000	0.00
4003                          4016.06	2,350.00	0.000	0.00
MANHOLE	EACH	1.000	2,350.00
at Station 101+35, 38' Lt.		1.000	2,350.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	673,450.81
		Current	677,700.81
		In place	650,480.65
		This Estimate	1,770.00
GROUP 8B ELECTRICAL
0080                          A001.01	415.00	34.000	14,110.00
PULL BOX, TYPE PB-1	EACH	6.000	2,490.00
		6.000	2,490.00
		0.000	0.00
0081                          A001.05	640.00	1.000	640.00
PULL BOX, TYPE PB-2	EACH	13.000	8,320.00
		13.000	8,320.00
		0.000	0.00
0082                          A003.10	470.00	10.000	4,700.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	10.000	4,700.00
		10.000	4,700.00
		0.000	0.00
0083                          A003.20	340.00	4.000	1,360.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	4.000	1,360.00
		4.000	1,360.00
		0.000	0.00
0084                          A004.04	690.00	6.000	4,140.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	6.000	4,140.00
		6.000	4,140.00
		0.000	0.00
0085                          A005.25	7,995.00	1.000	7,995.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0086                          A005.70	4,145.00	1.000	4,145.00
TRAFFIC SIGNAL CONTROLLER MODIFICATION	EACH	1.000	4,145.00
		1.000	4,145.00
		0.000	0.00
0087                          A006.15	355.00	4.000	1,420.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	4.000	1,420.00
		4.000	1,420.00
		0.000	0.00
0088                          A006.70	105.00	4.000	420.00
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	4.000	420.00
		4.000	420.00
		0.000	0.00
0089                          A006.93	145.00	3.000	435.00
VEHICLE DETECTOR, TYPE C PREFORMED	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0090                          A006.98	125.00	51.000	6,375.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0091                          A007.00	130.00	24.000	3,120.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0092                          A011.40	6,420.00	1.000	6,420.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-35-12	EACH	1.000	6,420.00
		1.000	6,420.00
		0.000	0.00
0093                          A011.65	6,585.00	1.000	6,585.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-40-12	EACH	1.000	6,585.00
		1.000	6,585.00
		0.000	0.00
0094                          A012.05	7,700.00	1.000	7,700.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-45-12	EACH	1.000	7,700.00
		1.000	7,700.00
		0.000	0.00
0095                          A012.60	9,030.00	1.000	9,030.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLETYPE CMP-50-12	EACH	1.000	9,030.00
		1.000	9,030.00
		0.000	0.00
0096                          A030.00	520.00	1.000	520.00
FUSED DISCONNECT	EACH	1.000	520.00
		1.000	520.00
		0.000	0.00
0097                          A070.14	2.00	2,188.000	4,376.00
2-INCH CONDUIT IN TRENCH	LF	1,912.000	3,824.00
		1,900.000	3,800.00
		0.000	0.00
0098                          A070.18	3.95	309.000	1,220.55
3-INCH CONDUIT IN TRENCH	LF	342.000	1,350.90
		318.000	1,256.10
		0.000	0.00
0099                          A077.22	1.25	856.000	1,070.00
12/C #14 AWG TRAFFIC SIGNAL CABLE	LF	836.000	1,045.00
		842.000	1,052.50
		0.000	0.00
0100                          A078.10	0.60	303.000	181.80
2 CONDUCTOR #14 AWG PEDESTRIAN PUSHBUTTON LEAD-IN CABLE	LF	303.000	181.80
		322.000	193.20
		0.000	0.00
0101                          A079.01	0.55	8,086.000	4,447.30
2/C #14 AWG DETECTOR LEAD-IN CABLE	LF	4,903.000	2,696.65
		4,553.000	2,504.15
		0.000	0.00
0102                          A079.50	0.70	2,497.000	1,747.90
GROUNDING CONDUCTOR	LF	635.000	444.50
		797.000	557.90
		0.000	0.00
0103                          A079.55	1.00	206.000	206.00
SERVICE CABLE	LF	30.000	30.00
		30.000	30.00
		0.000	0.00
0104                          A610.00	2,000.00	1.000	2,000.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	2,000.00
AT CORNHUSKER & RUMSEY RD		1.000	2,000.00
		0.000	0.00
0105                          A701.40	3,000.00	1.000	3,000.00
RELOCATE COMBINATION MAST ARM SIGNAL AND LIGHTING POLE	EACH	1.000	3,000.00
TYPE CMP-40-12		1.000	3,000.00
		0.000	0.00
0106                          A701.41	3,000.00	1.000	3,000.00
RELOCATE COMBINATION MAST ARM SIGNAL AND LIGHTING POLE	EACH	1.000	3,000.00
TYPE CMP-50-12		1.000	3,000.00
		0.000	0.00
0107                          0030.81	1,600.00	1.000	1,600.00
MOBILIZATION	LS	1.000	1,600.00
		1.000	1,600.00
		0.000	0.00
4009                          0003.75	15,272.00	0.000	0.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	15,272.00
at Rumsey Road		1.000	15,272.00
		0.000	0.00
4010                          0003.76	15,388.00	0.000	0.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	15,388.00
at Fall Creek Road		1.000	15,388.00
		0.000	0.00
4014                          A005.35	13,086.15	0.000	0.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-8	EACH	1.000	13,086.15
		1.000	13,086.15
		0.000	0.00
4015                          A007.08	860.05	0.000	0.00
VEHICLE DETECTOR, TYPE TD-3	EACH	12.000	10,320.60
		12.000	10,320.60
		0.000	0.00
4016                          A079.01	1.133	0.000	0.00
2/C #14 AWG DETECTOR LEAD-IN CABLE	LF	997.000	1,129.60
With Ground, Candle Power		1,010.000	1,144.33
		0.000	0.00
4017                          A079.20	1.545	0.000	0.00
COAX CABLE	LF	997.000	1,540.37
RG-59U (Belden 8281)		1,010.000	1,560.45
		0.000	0.00
4018                          A779.51	38,625.00	0.000	0.00
WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM	LS	1.000	38,625.00
Autoscope 2004LE at Rumsey Road Intersection		1.000	38,625.00
		0.000	0.00
4019                          A779.52	38,625.00	0.000	0.00
WIDE-AREA VIDEO VEHICLE DETECTION SYSTEM	LS	1.000	38,625.00
Autoscope 2004LE at Fall Creek Road Intersection		1.000	38,625.00
		0.000	0.00
4020                          4900.56	1,417.50	0.000	0.00
ADJUST	EACH	1.000	1,417.50
Pull Boxes To Grade At Fall Creek Road Intrstn.		1.000	1,417.50
		1.000	1,417.50
GROUP 8B ELECTRICAL		Contracted	101,964.55
		Current	211,827.07
		In place	211,682.88
		This Estimate	1,417.50
GROUP 10 GENERAL ITEMS
0108                          0001.08	0.50	18,080.000	9,040.00
BARRICADE, TYPE II	BDAY	18,080.000	9,040.00
		31,146.000	15,573.00
		0.000	0.00
0109                          0001.10	0.80	6,448.000	5,158.40
BARRICADE, TYPE III	BDAY	6,448.000	5,158.40
		16,331.000	13,064.80
		0.000	0.00
0110                          0001.90	0.25	5,227.000	1,306.75
SIGN DAY	EACH	5,227.000	1,306.75
		18,900.000	4,725.00
		0.000	0.00
0111                          0002.97	20.00	260.000	5,200.00
FLASHING ARROW PANEL	DAY	260.000	5,200.00
		518.000	10,360.00
		10.000	200.00
0112                          0003.10	185.00	30.000	5,550.00
FLAGGING	DAY	30.000	5,550.00
		9.500	1,757.50
		0.000	0.00
0113                          0010.04	2,400.00	1.000	2,400.00
FIELD OFFICE	EACH	1.000	2,400.00
		1.000	2,400.00
		0.000	0.00
0114                          0030.00	100.00	1.000	100.00
MOBILIZATION	LS	1.000	100.00
		1.000	100.00
		0.000	0.00
4004                          0002.28	0.336	0.000	0.00
TEMPORARY PAVEMENT MARKING REMOVAL	LF	19,000.000	6,384.00
4 Inch Painted Line by Contractor		21,911.000	7,362.09
		0.000	0.00
4005                          0002.30	0.6825	0.000	0.00
PAVEMENT MARKING REMOVAL	LF	1,500.000	1,023.75
4 Inch Permanent Line by County		727.000	496.18
		0.000	0.00
4006                          0002.47	0.3675	0.000	0.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	18,500.000	6,798.75
4 Inch		19,067.000	7,007.12
		0.000	0.00
4007                          0002.44	0.2415	0.000	0.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	LF	39,000.000	9,418.50
4 Inch Line		42,450.000	10,251.67
		0.000	0.00
4008                          1136.01	220.50	0.000	0.00
REMOVE	EACH	2.000	441.00
Pavement Marking symbol		1.000	220.50
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	28,755.15
		Current	52,821.15
		In place	73,317.86
		This Estimate	200.00
Totals for contract		Contracted	3,363,109.86
		Current	3,557,090.88
		In place	3,556,728.83
		This Estimate	3,387.50