Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4058X
Estimate Number:	0024
Pay Period End Date:	07.25.2003

Contract Location:
GRAND ISLANDS EAST	Estimate Type:	PROG

Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	03.14.2002
129 E 2ND ST	Date Awarded:	03.21.2002
PO BOX 1087	Date Contract Executed:	03.27.2002
	Date Notice to Proceed:	03.27.2002
HASTINGS NE 68902-1087	Date Work Began:	04.09.2002
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:

Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HALL

Project Number		PCT			Fed State Project Number		Description
40058 000		0.000			S-30-4(1019)		GR CONC PAVE CULV ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,937,856.86	$2,928,133.41	$9,723.45
$2,650,337.92	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,937,856.86	$2,928,133.41	$9,723.45
$2,455,189.41	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
110.85%	Net Earnings	$2,912,856.86	$2,903,133.41	$9,723.45
	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	$557.94	$557.94	$.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	$557.94	$557.94	$.00
	Payment	$2,913,414.80	$2,903,691.35	$9,723.45
Project Manager			Div. Head/Dist. Eng.
Griepenstroh, Scott	07.25.2003		Meyer, Keith	07.28.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.29.2003
Controller Div. Processed
Burling, Laurie	07.29.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	A001.01	PULL BOX, TYPE PB-1
		S.P. Initial Payment	3,380.00	708
		Pull Box, Type PB-1
0080	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Initial Payment	178.88	708
		Traffic Signal, Type TS-1
0081	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Initial Payment	178.88	708
		Traffic Signal, Type TS-1A
0083	A006.98	VEHICLE DETECTOR, TYPE A PREFORMED
		S.P. Initial Payment	349.92	708
		Vehicle Detector, Type A Preformed
0084	A007.00	VEHICLE DETECTOR, TYPE B PREFORMED
		S.P. Initial Payment	350.00	708
		Vehicle Detector, Type B Preformed
0085	A009.27	STREET LIGHTING UNIT, TYPE SL-BT-12.2-2.4-0.25
		S.P. Initial Payment	2,419.48	708
		Street Lighting Unit SL-BT-12.5-2.4-0.25
0086	A012.41	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	238.83	708
		CMP 15.5-3.0
0087	A012.93	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	238.83	708
		CMP 20.0-3.0
0088	A020.30	LIGHTING CONTROL CENTER, TYPE R
		S.P. Initial Payment	67.90	708
		Lighting Control Center, Type R
0089	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Initial Payment	545.60	708
		38 mm Conduit in Trench
		S.P. Adjustment	-24.42	708
		38 mm Conduit in Trench
0090	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Initial Payment	518.58	708
		50 mm Conduit in Trench
0091	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Initial Payment	469.00	708
		38 mm Conduit Under Roadway
0092	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Initial Payment	40.20	708
		50 mm Conduit Under Roadway
0093	A072.18	75 mm CONDUIT UNDER ROADWAY
		S.P. Initial Payment	199.34	708
		75 mm Conduit Under Roadway
0094	A077.22	12/C #14 AWG TRAFFIC SIGNAL CABLE
		S.P. Initial Payment	601.66	708
		12/C #14 AWG Traffic Signal Cable
0095	A079.01	2/C #14 AWG DETECTOR LEAD-IN CABLE
		S.P. Initial Payment	177.32	708
		2/C #14 AWG Detector Lead-in Cable
0098	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Initial Payment	6,747.66	708
		Street Lighting Cable, No. 2 USE
0099	A080.13	STREET LIGHTING CABLE, NO. 4 BARE
		S.P. Initial Payment	365.00	708
		Street Lighting Cable, No. 4 BARE
		Total for estimate 0009:	17,042.66
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-1,040.00	708
		Pull Box, Type PB-1
0083	A006.98	VEHICLE DETECTOR, TYPE A PREFORMED
		S.P. Adjustment	-174.96	708
		Vehicle Detector, Type A Preformed
0084	A007.00	VEHICLE DETECTOR, TYPE B PREFORMED
		S.P. Adjustment	-262.50	708
		Vehicle Detector, Type B Preformed
0089	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-133.62	708
		38 mm Conduit in Trench
0090	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-81.61	708
		50 mm Conduit in Trench
0092	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-19.08	708
		50 mm Conduit Under Roadway
0093	A072.18	75 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-18.56	708
		75 mm Conduit Under Roadway
		Total for estimate 0010:	-1,730.33
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-1,300.00	708
		Pull Box, Type PB-1
0084	A007.00	VEHICLE DETECTOR, TYPE B PREFORMED
		S.P. Adjustment	-87.50	708
		Vehicle Detector, Type B Preformed
0089	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-59.58	708
		38 mm Conduit in Trench
0090	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-39.80	708
		50 mm Conduit in Trench
		Total for estimate 0011:	-1,486.88
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-45.42	708
		38 mm Conduit in Trench
0091	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-157.67	708
		38 mm Conduit Under Roadway
0092	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-6.38	708
		50 mm Conduit Under Roadway
		Total for estimate 0012:	-209.47
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-780.00	708
		Pull Box, Type PB-1
0090	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-222.11	708
		50 mm Conduit in Trench
0091	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-68.25	708
		38 mm Conduit Under Roadway
0093	A072.18	75 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-14.21	708
		75 mm Conduit Under Roadway
		Total for estimate 0013:	-1,084.57
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-260.00	708
		Pull Box, Type PB-1
0080	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-178.88	708
		Traffic Signal, Type TS-1
0081	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Adjustment	-89.44	708
		Traffic Signal, Type TS-1A
0083	A006.98	VEHICLE DETECTOR, TYPE A PREFORMED
		S.P. Adjustment	-58.32	708
		Vehicle Detector, Type A Preformed
0086	A012.41	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-238.83	708
		CMP 15.5-3.0
0087	A012.93	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-238.83	708
		CMP 20.0-3.0
0090	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-56.60	708
		50 mm Conduit in Trench
0094	A077.22	12/C #14 AWG TRAFFIC SIGNAL CABLE
		S.P. Adjustment	-601.66	708
		12/C #14 AWG Traffic Signal Cable
0095	A079.01	2/C #14 AWG DETECTOR LEAD-IN CABLE
		S.P. Adjustment	-177.32	708
		2/C #14 AWG Detector Lead-in Cable
		Total for estimate 0014:	-1,899.88
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0088	A020.30	LIGHTING CONTROL CENTER, TYPE R
		S.P. Adjustment	-67.90	708
		Lighting Control Center, Type R
0089	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-237.89	708
		38 mm Conduit in Trench
0098	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Adjustment	-5,286.12	708
		Street Lighting Cable, No. 2 USE
0099	A080.13	STREET LIGHTING CABLE, NO. 4 BARE
		S.P. Adjustment	-285.94	708
		Street Lighting Cable, No. 4 BARE
		Total for estimate 0015:	-5,877.85
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0081	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Closure	-89.44	708
		Traffic Signal, Type TS-1A
0083	A006.98	VEHICLE DETECTOR, TYPE A PREFORMED
		S.P. Closure	-116.64	708
		Vehicle Detector, Type A Preformed
0085	A009.27	STREET LIGHTING UNIT, TYPE SL-BT-12.2-2.4-0.25
		S.P. Closure	-2,419.48	708
		Street Lighting Unit SL-BT-12.5-2.4-0.25
0089	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Closure	-44.67	708
		38 mm Conduit in Trench
0090	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Closure	-118.46	708
		50 mm Conduit in Trench
0091	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Closure	-243.08	708
		38 mm Conduit Under Roadway
0092	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Closure	-14.74	708
		50 mm Conduit Under Roadway
0093	A072.18	75 mm CONDUIT UNDER ROADWAY
		S.P. Closure	-166.57	708
		75 mm Conduit Under Roadway
0098	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Closure	-1,461.54	708
		Street Lighting Cable, No. 2 USE
0099	A080.13	STREET LIGHTING CABLE, NO. 4 BARE
		S.P. Closure	-79.06	708
		Street Lighting Cable, No. 4 BARE
		Total for estimate 0016:	-4,753.68
		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	205.00	9.000	1,845.00
COVER CROP SEEDING	ha	9.000	1,845.00
		9.000	1,845.00
		0.000	0.00

0002 P300.24	67.00	18.500	1,239.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	18.500	1,239.50
		14.600	978.20
		0.000	0.00

0003 0030.10	18,000.00	1.000	18,000.00
MOBILIZATION	LS	1.000	18,000.00
		1.000	18,000.00
		0.000	0.00

0004 1000.00	275.00	28.000	7,700.00
LARGE TREE REMOVAL	EACH	28.000	7,700.00
		18.000	4,950.00
		0.000	0.00

0005 1009.00	1,300.00	1.000	1,300.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,300.00
		1.000	1,300.00
		0.000	0.00

0006 1010.00	3.71	14,786.000	54,856.06
EXCAVATION	m3	14,786.000	54,856.06
		14,786.000	54,856.06
		0.000	0.00

0007 1010.01	1.88	2,333.000	4,386.04
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,333.000	4,386.04
		2,333.000	4,386.04
		0.000	0.00

0008 1010.10	6.38	12,331.000	78,671.78
EXCAVATION, BORROW	m3	12,331.000	78,671.78
		18,544.000	118,310.72
		0.000	0.00

0009 1011.00	1.15	1,258.000	1,446.70
WATER	kL	1,258.000	1,446.70
		94.225	108.36
		0.000	0.00

0010 1012.00	59.00	36.000	2,124.00
RIGHT-OF-WAY MARKERS	EACH	36.000	2,124.00
		34.000	2,006.00
		0.000	0.00

0011 1041.00	0.97	39,830.000	38,635.10
SALVAGING AND PLACING TOPSOIL	m2	39,830.000	38,635.10
		39,830.000	38,635.10
		0.000	0.00

0012 1090.00	1,500.00	2.000	3,000.00
ABANDON WELLS	EACH	2.000	3,000.00
		3.000	4,500.00
		0.000	0.00

0013 1101.00	2.20	15,432.000	33,950.40
REMOVE PAVEMENT	m2	15,432.000	33,950.40
		15,900.655	34,981.45
		0.000	0.00

0014 1102.00	2.20	3,493.000	7,684.60
REMOVE ASPHALT SURFACE	m2	5,616.000	12,355.20
		5,809.903	12,781.79
		0.000	0.00

0015 1106.00	2.50	1,285.000	3,212.50
REMOVE DRIVEWAY	m2	1,285.000	3,212.50
		1,617.770	4,044.43
		0.000	0.00

0016 1122.01	2.10	621.000	1,304.10
REMOVE CONCRETE MEDIAN SURFACING	m2	621.000	1,304.10
		621.000	1,304.10
		0.000	0.00

0017 1124.00	7,020.00	1.000	7,020.00
REMOVE BUILDING	EACH	1.000	7,020.00
AT STA. 108+30 RT.		1.000	7,020.00
		0.000	0.00

0018 1124.01	100.00	1.000	100.00
REMOVE BUILDING	EACH	1.000	100.00
AT STA. 113+32 LT.		1.000	100.00
		0.000	0.00

0019 1124.02	9,995.00	1.000	9,995.00
REMOVE BUILDING	EACH	1.000	9,995.00
AT STA. 114+00 RT.		1.000	9,995.00
		0.000	0.00

0020 1124.03	10.00	1.000	10.00
REMOVE BUILDING	EACH	1.000	10.00
AT STA. 118+77 RT.		0.000	0.00
		0.000	0.00

0021 1125.00	1,700.00	1.000	1,700.00
CLEAR TRACT	EACH	1.000	1,700.00
AT STA. 108+10 TO 108+50 RT.		1.000	1,700.00
		0.000	0.00

0022 1125.01	1,700.00	1.000	1,700.00
CLEAR TRACT	EACH	1.000	1,700.00
AT STA. 113+90 TO 114+12 RT.		1.000	1,700.00
		0.000	0.00

0023 1125.02	10.00	1.000	10.00
CLEAR TRACT	EACH	1.000	10.00
AT STA. 118+72 TO 118+82 RT.		0.000	0.00
		0.000	0.00

0024 1701.18	48.00	37.000	1,776.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	37.000	1,776.00
		58.600	2,812.80
		0.000	0.00

0025 1701.24	56.00	23.000	1,288.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	23.000	1,288.00
		21.500	1,204.00
		0.000	0.00

4406 6960.02	15,120.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	15,120.00
(Asbestos Abatement)		1.000	15,120.00
		0.000	0.00

4407 L022.11	10.76	0.000	0.00
FABRIC SILT FENCE-LOW POROSITY	m	330.000	3,550.80
		144.900	1,559.12
		0.000	0.00

4408 L022.75	22.47	0.000	0.00
TEMPORARY SILT CHECK	m	60.000	1,348.20
		35.000	786.45
		0.000	0.00

4409 P500.18	95.86	0.000	0.00
450 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	5.500	527.23
(Temporary)		5.500	527.23
		0.000	0.00

4410 1111.00	1.83	0.000	0.00
REMOVE FENCE	m	798.540	1,461.33
		798.540	1,461.33
		0.000	0.00

4428 1030.00	6.44	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	780.000	5,023.20
(Berm)		780.000	5,023.20
		0.000	0.00

4434 L070.05	47.25	0.000	0.00
MOWING	HOUR	20.000	945.00
		20.000	945.00
		0.000	0.00

4440 1300.12	41.34	0.000	0.00
300 mm DRIVEWAY CULVERT PIPE	m	12.192	504.02
		12.192	504.02
		0.000	0.00

4601 1010.40	12.76	0.000	0.00
REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL	m3	3,245.000	41,406.20
		8,276.086	105,602.85
		0.000	0.00

4602 1010.40	7.42	0.000	0.00
REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL	m3	1,000.000	7,420.00
		4,780.657	35,472.47
		0.000	0.00

GROUP 1 GRADING		Contracted	282,954.78
		Current	364,931.36
		In place	494,520.72
		This Estimate	0.00

GROUP 3 CONCRETE PAVEMENT
0026 L001.02	1,031.00	3.500	3,608.50
SEEDING, TYPE B	ha	3.500	3,608.50
		5.971	6,156.10
		0.000	0.00

0027 L032.75	90.00	16.000	1,440.00
MULCH	Mg	16.000	1,440.00
		23.210	2,088.90
		0.000	0.00

0028 0030.30	82,000.00	1.000	82,000.00
MOBILIZATION	LS	1.000	82,000.00
		1.000	82,000.00
		0.000	0.00

0029 2001.00	8.95	100.000	895.00
GRAVEL SURFACE COURSE	m3	100.000	895.00
		0.000	0.00
		0.000	0.00

0030 3013.11	70.00	59.000	4,130.00
CONCRETE CLASS 47B-25 BARRIER CURB	m	59.000	4,130.00
		172.940	12,105.80
		0.000	0.00

0031 3016.21	28.00	1,309.000	36,652.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	991.000	27,748.00
		943.355	26,413.94
		0.000	0.00

0032 3017.40	29.50	1,644.000	48,498.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	1,644.000	48,498.00
		1,416.393	41,783.59
		0.000	0.00

0033 3020.26	33.00	880.000	29,040.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	880.000	29,040.00
		1,014.851	33,490.09
		0.000	0.00

0034 3020.32	35.00	379.000	13,265.00
CONCRETE CLASS 47B-HE-25 DRIVEWAY	m2	379.000	13,265.00
		688.718	24,105.14
		0.000	0.00

0035 3075.42	33.46	6,701.000	224,215.46
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	5,645.000	188,881.70
		5,004.641	167,455.30
		0.000	0.00

0036 3075.46	33.33	26,655.000	888,411.15
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	26,655.000	888,411.15
		27,215.331	907,087.00
		0.000	0.00

0037 3089.25	32.48	890.000	28,907.20
TEMPORARY SURFACING	m2	0.000	0.00
200 mm		635.733	20,648.61
		0.000	0.00

0038 3091.25	38.12	1,214.000	46,277.68
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	1,214.000	46,277.68
		1,813.509	69,130.95
		0.000	0.00

0039 3300.65	50.00	18.000	900.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	18.000	900.00
		10.000	500.00
		0.000	0.00

0040 7502.04	6.00	670.000	4,020.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	670.000	4,020.00
		2,527.850	15,167.10
		0.000	0.00

0041 7503.04	6.20	1,410.000	8,742.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	1,410.000	8,742.00
		3,211.100	19,908.82
		0.000	0.00

0042 7509.04	16.85	84.000	1,415.40
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	84.000	1,415.40
		426.511	7,186.71
		0.000	0.00

0043 8029.10	3.35	34,610.000	115,943.50
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	34,610.000	115,943.50
		33,617.755	112,619.46
		0.000	0.00

0044 9005.25	42.30	1,550.000	65,565.00
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	1,550.000	65,565.00
		2,094.830	88,611.32
		0.000	0.00

0045 9005.45	48.90	230.000	11,247.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	230.000	11,247.00
		0.000	0.00
		0.000	0.00

0046 9009.00	4.00	219.000	876.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	219.000	876.00
		419.246	1,676.98
		0.000	0.00

0047 9021.01	180.00	96.120	17,301.60
PERFORMANCE GRADED BINDER (64-22)	Mg	128.340	23,101.20
		116.899	21,041.82
		0.000	0.00

0048 9053.00	0.26	1,950.000	507.00
TACK COAT	L	1,950.000	507.00
		3,511.715	913.05
		0.000	0.00

0049 9111.00	1.35	719.000	970.65
WATER	kL	719.000	970.65
		123.900	167.26
		0.000	0.00

0050 9170.00	210.00	58.899	12,368.79
EARTH SHOULDER CONSTRUCTION	StaM	58.899	12,368.79
		61.035	12,817.35
		0.000	0.00

0051 9173.20	1.20	40,076.000	48,091.20
SUBGRADE PREPARATION	m2	42,199.000	50,638.80
		42,331.349	50,797.64
		0.000	0.00

4419 L020.00	1.1025	0.000	0.00
EROSION CONTROL	m2	1,009.000	1,112.42
		958.810	1,057.09
		0.000	0.00

4426 1101.25	8.22	0.000	0.00
SAWING PAVEMENT	m	285.000	2,342.70
		427.170	3,511.34
		0.000	0.00

4427 9005.25	46.46	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	895.000	41,581.70
(Temporary Surfacing)		971.070	45,115.91
		0.000	0.00

4429 3091.19	38.25	0.000	0.00
230 mm CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	1,056.000	40,392.00
		1,056.000	40,392.00
		0.000	0.00

4432 3016.23	37.51	0.000	0.00
150 mm CONCRETE CLASS 47B-20 SIDEWALKS	m2	318.000	11,928.18
		373.596	14,013.58
		0.000	0.00

4433 4037.00	136.50	0.000	0.00
REMOVE AND REINSTALL CONCRETE FLARED END SECTIONS	EACH	4.000	546.00
		4.000	546.00
		0.000	0.00

4435 7500.26	304.50	0.000	0.00
LEFT ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	12.000	3,654.00
		12.000	3,654.00
		0.000	0.00

4436 7500.32	304.50	0.000	0.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	4.000	1,218.00
(Right)		5.000	1,522.50
		0.000	0.00

4437 7500.32	236.25	0.000	0.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	2.000	472.50
(Straight)		2.000	472.50
		0.000	0.00

4443 W600.03	182.50	0.000	0.00
ADJUST VALVE BOX TO GRADE	EACH	6.000	1,095.00
		6.000	1,095.00
		0.000	0.00

4444 4015.00	275.00	0.000	0.00
ADJUST MANHOLE TO GRADE	EACH	1.000	275.00
		1.000	275.00
		0.000	0.00

4445 4976.05	1,209.61	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,209.61
(Concrete Flume Spillway 202+42 RT)		1.000	1,209.61
		0.000	0.00

4446 4976.05	1,761.26	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,761.26
(Concrete Flume Spillway 802+04 LT)		1.000	1,761.26
		0.000	0.00

4447 4976.05	1,529.38	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,529.38
(Concrete Flume Spillway 2500+95 LT)		1.000	1,529.38
		0.000	0.00

4448 A018.83	2.04	0.000	0.00
REINFORCING STEEL	kg	250.100	510.20
(in slab over Culvert at 600+45)		250.100	510.20
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	1,695,288.13
		Current	1,740,118.33
		In place	1,840,538.30
		This Estimate	0.00

GROUP 4 CULVERTS
0052 P372.18	115.00	21.500	2,472.50
450 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2,4 OR 5	m	21.500	2,472.50
		47.180	5,425.70
		0.000	0.00

0053 P500.18	75.00	14.000	1,050.00
450 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	14.000	1,050.00
		0.000	0.00
		0.000	0.00

0054 P500.24	105.00	44.000	4,620.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	44.000	4,620.00
		45.400	4,767.00
		0.000	0.00

0055 P700.12	65.00	5.000	325.00
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	5.000	325.00
		4.400	286.00
		0.000	0.00

0056 P700.18	85.00	10.000	850.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	10.000	850.00
		38.200	3,247.00
		0.000	0.00

0057 P700.24	108.00	356.000	38,448.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	310.000	33,480.00
		308.600	33,328.80
		0.000	0.00

0058 P700.36	190.00	340.000	64,600.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	251.900	47,861.00
		257.370	48,900.30
		0.000	0.00

0059 P775.24	190.00	65.000	12,350.00
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	111.000	21,090.00
		134.700	25,593.00
		0.000	0.00

0060 P775.42	345.00	221.000	76,245.00
1050 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	221.000	76,245.00
		221.400	76,383.00
		0.000	0.00

0061 P775.48	470.00	106.300	49,961.00
1200 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	63.300	29,751.00
		61.700	28,999.00
		0.000	0.00

0062 0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00

0063 1119.00	85.00	5.000	425.00
REMOVE INLET	EACH	5.000	425.00
		4.000	340.00
		0.000	0.00

0064 4002.00	3.60	1,254.000	4,514.40
CAST IRON COVER AND FRAME	kg	1,254.000	4,514.40
		1,368.000	4,924.80
		0.000	0.00

0065 4004.50	3.20	374.000	1,196.80
CAST IRON GRATE AND FRAME	kg	374.000	1,196.80
		2,693.000	8,617.60
		0.000	0.00

0066 4035.00	65.00	1.000	65.00
REMOVE FLARED-END SECTION	EACH	1.000	65.00
		0.000	0.00
		0.000	0.00

0067 4040.00	90.00	1.000	90.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	90.00
		1.000	90.00
		0.000	0.00

0068 4050.01	7.90	398.000	3,144.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	398.000	3,144.20
		394.000	3,112.60
		0.000	0.00

0069 4105.59	375.00	71.970	26,988.75
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	69.040	25,890.00
		92.850	34,818.75
		0.000	0.00

0070 4155.50	1.30	2,225.040	2,892.55
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	2,188.240	2,844.71
		3,095.800	4,024.55
		0.000	0.00

0071 4310.12	270.00	1.000	270.00
300 mm FLARED-END SECTION	EACH	1.000	270.00
		1.000	270.00
		0.000	0.00

0072 4310.18	380.00	4.000	1,520.00
450 mm FLARED-END SECTION	EACH	4.000	1,520.00
		2.000	760.00
		0.000	0.00

0073 4310.24	550.00	4.000	2,200.00
600 mm FLARED-END SECTION	EACH	4.000	2,200.00
		4.000	2,200.00
		0.000	0.00

0074 4320.18	580.00	2.000	1,160.00
450 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,160.00
		6.000	3,480.00
		0.000	0.00

0075 4320.48	1,170.00	1.000	1,170.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

4415 P700.36	415.80	0.000	0.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	6.100	2,536.38
(ANSI/AWWA C905)		6.100	2,536.38
		0.000	0.00

4416 4107.04	393.75	0.000	0.00
CLASS 47B-20 CONCRETE FOR CONCRETE COLLARS	m3	1.440	567.00
		2.720	1,071.00
		0.000	0.00

4417 4157.00	1.37	0.000	0.00
REINFORCING STEEL FOR COLLARS	kg	30.800	42.20
		98.800	135.36
		0.000	0.00

4420 P702.48	414.75	0.000	0.00
1200 mm STORM SEWER PIPE, TYPE 1	m	43.000	17,834.25
		41.200	17,087.71
		0.000	0.00

4421 P775.36	352.80	0.000	0.00
900 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	82.000	28,929.60
		82.000	28,929.60
		0.000	0.00

4422 4460.48	1,155.00	0.000	0.00
1200 mm CONCRETE FLARED-END SECTION	EACH	1.000	1,155.00
		1.000	1,155.00
		0.000	0.00

4423 4300.24	169.75	0.000	0.00
600 mm CULVERT PIPE	m	6.000	1,018.50
(Temporary)		6.000	1,018.50
		0.000	0.00

4424 4300.36	36.75	0.000	0.00
900 mm CULVERT PIPE	m	4.500	165.38
(Temporary)		4.500	165.38
		0.000	0.00

4425 4976.05	582.75	0.000	0.00
ADDITIONAL WORK	LS	1.000	582.75
(Relocate Water Service)		1.000	582.75
		0.000	0.00

4430 4012.29	735.00	0.000	0.00
RECONSTRUCT CURB INLET	EACH	2.000	1,470.00
		2.000	1,470.00
		0.000	0.00

4431 4976.05	630.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	630.00
(Inlet 115+88 RT)		1.000	630.00
		0.000	0.00

4438 4043.60	68.18	0.000	0.00
RELAYING SEWER PIPE	m	44.000	2,999.92
		44.000	2,999.92
		0.000	0.00

4439 P777.18	120.75	0.000	0.00
450 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1,7 OR 8	m	5.200	627.90
		5.200	627.90
		0.000	0.00

GROUP 4 CULVERTS		Contracted	299,058.20
		Current	322,123.48
		In place	350,477.60
		This Estimate	0.00

GROUP 8B ELECTRICAL
0076 A001.01	400.00	13.000	5,200.00
PULL BOX, TYPE PB-1	EACH	13.000	5,200.00
		13.000	5,200.00
		0.000	0.00

0077 A001.02	325.00	6.000	1,950.00
PULL BOX, TYPE PB-1A	EACH	6.000	1,950.00
		6.000	1,950.00
		0.000	0.00

0078 A001.12	265.00	2.000	530.00
PULL BOX, TYPE PB-5	EACH	2.000	530.00
		2.000	530.00
		0.000	0.00

0079 A001.16	325.00	2.000	650.00
PULL BOX, TYPE PB-6	EACH	2.000	650.00
		2.000	650.00
		0.000	0.00

0080 A004.00	650.00	8.000	5,200.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	8.000	5,200.00
		8.000	5,200.00
		0.000	0.00

0081 A004.10	580.00	2.000	1,160.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	2.000	1,160.00
		1.000	580.00
		0.000	0.00

0082 A006.15	350.00	2.000	700.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	2.000	700.00
		2.000	700.00
		0.000	0.00

0083 A006.98	100.00	27.000	2,700.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	27.000	2,700.00
		27.000	2,700.00
		0.000	0.00

0084 A007.00	125.00	17.000	2,125.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	17.000	2,125.00
		25.000	3,125.00
		0.000	0.00

0085 A009.27	1,425.00	28.000	39,900.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-2.4-0.25	EACH	29.000	41,325.00
		28.000	39,900.00
		0.000	0.00

0086 A012.41	5,400.00	3.000	16,200.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-15.5-3.0	EACH	1.000	5,400.00
		1.000	5,400.00
		0.000	0.00

0087 A012.93	7,165.00	1.000	7,165.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-20.0-3.0	EACH	1.000	7,165.00
		1.000	7,165.00
		0.000	0.00

0088 A020.30	1,155.00	2.000	2,310.00
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	2,310.00
		2.000	2,310.00
		0.000	0.00

0089 A070.10	5.60	1,705.000	9,548.00
38 mm CONDUIT IN TRENCH	m	1,705.000	9,548.00
		1,613.890	9,037.79
		0.000	0.00

0090 A070.14	6.40	129.000	825.60
50 mm CONDUIT IN TRENCH	m	129.000	825.60
		103.030	659.39
		0.000	0.00

0091 A072.10	5.60	268.000	1,500.80
38 mm CONDUIT UNDER ROADWAY	m	268.000	1,500.80
		262.600	1,470.56
		0.000	0.00

0092 A072.14	6.40	73.100	467.84
50 mm CONDUIT UNDER ROADWAY	m	73.100	467.84
		71.990	460.74
		0.000	0.00

0093 A072.18	11.00	98.200	1,080.20
75 mm CONDUIT UNDER ROADWAY	m	98.200	1,080.20
		102.744	1,130.18
		0.000	0.00

0094 A077.22	3.35	179.600	601.66
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	179.600	601.66
		183.930	616.17
		0.000	0.00

0095 A079.01	1.50	341.000	511.50
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	341.000	511.50
		424.680	637.02
		0.000	0.00

0096 A079.50	0.70	174.000	121.80
GROUNDING CONDUCTOR	m	174.000	121.80
		149.390	104.57
		0.000	0.00

0097 A079.55	1.50	60.000	90.00
SERVICE CABLE	m	60.000	90.00
		11.200	16.80
		0.000	0.00

0098 A080.10	2.50	3,946.000	9,865.00
STREET LIGHTING CABLE, NO. 2 USE	m	3,946.000	9,865.00
		3,756.580	9,391.45
		0.000	0.00

0099 A080.13	1.30	1,973.000	2,564.90
STREET LIGHTING CABLE, NO. 4 BARE	m	1,973.000	2,564.90
		1,878.290	2,441.78
		0.000	0.00

0100 A500.20	1,865.00	1.000	1,865.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

0101 0003.75	4,660.00	1.000	4,660.00
TEMPORARY TRAFFIC SIGNAL	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

0102 0030.81	3,050.00	1.000	3,050.00
MOBILIZATION	LS	1.000	3,050.00
		1.000	3,050.00
		0.000	0.00

4411 0003.75	9,702.00	0.000	0.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	9,702.00
(113+19.0)		1.000	9,702.00
		0.000	0.00

4412 0003.75	10,531.50	0.000	0.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	10,531.50
(113+87.4)		1.000	10,531.50
		0.000	0.00

4413 A005.35	8,628.90	0.000	0.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-8	EACH	1.000	8,628.90
		1.000	8,628.90
		0.000	0.00

4414 A016.70	5,239.50	0.000	0.00
MAST ARM SIGNAL POLE, TYPE MP-15.5	EACH	2.000	10,479.00
		2.000	10,479.00
		0.000	0.00

4441 A900.10	431.55	0.000	0.00
ADDITIONAL WORK	EACH	1.000	431.55
Relocate Signal Heads		1.000	431.55
		0.000	0.00

4442 A900.10	420.00	0.000	0.00
ADDITIONAL WORK	EACH	1.000	420.00
Additional Cameras for Temporary Signals		1.000	420.00
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	122,542.30
		Current	146,835.25
		In place	144,619.40
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0103 0001.08	0.50	8,250.000	4,125.00
BARRICADE, TYPE II	BDAY	8,250.000	4,125.00
		38,616.000	19,308.00
		0.000	0.00

0104 0001.10	2.00	3,262.000	6,524.00
BARRICADE, TYPE III	BDAY	3,262.000	6,524.00
		4,683.000	9,366.00
		0.000	0.00

0105 0001.30	2.00	460.000	920.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	460.000	920.00
		432.000	864.00
		0.000	0.00

0106 0001.75	5.50	180.000	990.00
TEMPORARY SIGN DAY	EACH	180.000	990.00
		312.000	1,716.00
		0.000	0.00

0107 0001.90	0.50	5,834.000	2,917.00
SIGN DAY	EACH	5,834.000	2,917.00
		20,784.000	10,392.00
		0.000	0.00

0108 0002.30	1.20	500.000	600.00
PAVEMENT MARKING REMOVAL	m	500.000	600.00
		3,100.900	3,721.08
		0.000	0.00

0109 0002.39	2.90	7,000.000	20,300.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	7,000.000	20,300.00
		3,858.010	11,188.23
		0.000	0.00

0110 0002.47	1.25	500.000	625.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	500.000	625.00
		5,296.840	6,621.06
		0.000	0.00

0111 0002.97	20.00	216.000	4,320.00
FLASHING ARROW PANEL	DAY	216.000	4,320.00
		0.000	0.00
		0.000	0.00

0112 0003.10	175.00	50.000	8,750.00
FLAGGING	DAY	50.000	8,750.00
		23.000	4,025.00
		0.000	0.00

0113 0010.04	275.00	1.000	275.00
FIELD OFFICE	EACH	1.000	275.00
		1.000	275.00
		0.000	0.00

0114 0030.00	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

4401 2011.05	18.50	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	310.000	5,735.00
		773.090	14,302.17
		0.000	0.00

4402 9110.01	60.00	0.000	0.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,200.00
		78.000	4,680.00
		0.000	0.00

4403 9110.02	55.00	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,100.00
		60.750	3,341.25
		0.000	0.00

4404 9110.03	50.00	0.000	0.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	1,000.00
		26.250	1,312.50
		0.000	0.00

4405 9110.07	45.00	0.000	0.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	900.00
		12.000	540.00
		0.000	0.00

4418 1016.00	31.55	0.000	0.00
RE-ESTABLISH PROPERTY CORNER	EACH	42.000	1,325.10
(Locate and Tie Out)		42.000	1,325.10
		0.000	0.00

4449 1016.00	136.95	0.000	0.00
RE-ESTABLISH PROPERTY CORNER	EACH	71.000	9,723.45
(Establish at new ROW)		71.000	9,723.45
		71.000	9,723.45

GROUP 10 GENERAL ITEMS		Contracted	55,346.00
		Current	76,329.55
		In place	107,700.84
		This Estimate	9,723.45

Totals for contract		Contracted	2,455,189.41
		Current	2,650,337.96
		In place	2,937,856.86
		This Estimate	9,723.45