Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2126 CEMENT PRODUCTS, INC.
Contract ID:	6217A
Estimate Number:	0025
Pay Period End Date:	05.18.2002

Contract Location:
DEWEY ST - WILSON AVE. NORTH PLATTE	Estimate Type:	PROG

Contractor:
CEMENT PRODUCTS, INC.	Date Let:	01.11.2001
601 EAST 7TH	Date Awarded:	01.18.2001
PO BOX 1091	Date Contract Executed:	02.08.2001
	Date Notice to Proceed:	02.08.2001
NORTH PLATTE NE 69103	Date Work Began:	04.02.2001
Phone:	Date Physical Work Completed:
(308)532-0240	Date Accepted:
Escrow Agent:

Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA

Counties
LINCOLN

Project Number		PCT			Fed State Project Number		Description
60217A 000		0.000			EACSTPD-30-2(124)		GRAD CONC PAVE CULV ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,200,848.26	$2,034,901.28	$165,946.98
$2,756,319.39	Stockpiled Materials	$26,540.26	$28,792.39	$-2,252.13
Original Contract Amt	Gross Earnings	$2,227,388.52	$2,063,693.67	$163,694.85
$2,411,596.47	Retainage	$-22,008.48	$-20,349.01	$-1,659.47
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
79.85%	Net Earnings	$2,205,380.04	$2,043,344.66	$162,035.38
	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	$-771.45	$-689.82	$-81.63
	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	-$771.45	-$689.82	-$81.63
	Payment	$2,204,608.59	$2,042,654.84	$161,953.75
Project Manager			Div. Head/Dist. Eng.
Morrell, Richard	05.20.2002		O'Donnell, Les	05.22.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.22.2002
Controller Div. Processed
Burling, Laurie	05.22.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0017	3016.21	CONCRETE CLASS 47B-20 SIDEWALKS
		S.P. Initial Payment	4,839.50	210350
		ROCK
0018	3020.26	CONCRETE CLASS 47B-25 DRIVEWAY
		S.P. Initial Payment	4,431.68	210350
		ROCK
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	29,564.67	210350
		ROCK
0020	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	41,853.52	210350
		ROCK
0058	W176.26	25 mm WATER SERVICE
		S.P. Initial Payment	4,932.30	0157615
		Stored
0060	W205.06	150 mm WATER MAIN PIPE
		S.P. Initial Payment	893.82	0157615
		Stored
0062	W205.10	250 mm WATER MAIN PIPE
		S.P. Initial Payment	9,702.00	0157615
		Stored
0063	W219.66	150 mm GATE VALVE AND BOX
		S.P. Initial Payment	902.67	0157615
		Stored
0065	W219.70	250 mm GATE VALVE AND BOX
		S.P. Initial Payment	5,855.67	0157615
		Stored
0066	W222.06	150 mm FIRE HYDRANT
		S.P. Initial Payment	2,565.15	0157615
		Stored
0070	W356.18	250 mm X 150 mm TEE
		S.P. Initial Payment	779.46	0157615
		Stored
0073	W357.16	150 mm - 45 DEGREE BEND
		S.P. Initial Payment	329.84	0157615
		Stored
0075	W357.43	250 mm - 45 DEGREE BEND
		S.P. Initial Payment	411.72	0157615
		Stored
		S.P. Adjustment	-274.48	0157615
		Stored
0087	4764.80	250 mm P.V.C. SEWER PIPE
		S.P. Initial Payment	331.38	0157615
		Stored
0089	4796.00	150 mm PLUG
		S.P. Initial Payment	205.83	0157615
		Stored
		Total for estimate 0004:	107,324.73
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0060	W205.06	150 mm WATER MAIN PIPE
		S.P. Adjustment	-50.67	0157615
		Stored
0062	W205.10	250 mm WATER MAIN PIPE
		S.P. Adjustment	-3,591.00	0157615
		Stored
0065	W219.70	250 mm GATE VALVE AND BOX
		S.P. Adjustment	-2,602.52	0157615
		Stored
0066	W222.06	150 mm FIRE HYDRANT
		S.P. Adjustment	-855.05	0157615
		Stored
0070	W356.18	250 mm X 150 mm TEE
		S.P. Adjustment	-129.91	0157615
		Stored
		Total for estimate 0005:	-7,229.15
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	W176.26	25 mm WATER SERVICE
		S.P. Adjustment	-1,065.57	0157615
		Stored
0062	W205.10	250 mm WATER MAIN PIPE
		S.P. Adjustment	-2,935.49	0157615
		Stored
		Total for estimate 0006:	-4,001.06
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0020	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-7,518.52	210350
		ROCK
0062	W205.10	250 mm WATER MAIN PIPE
		S.P. Adjustment	-305.55	0157615
		Stored
0075	W357.43	250 mm - 45 DEGREE BEND
		S.P. Adjustment	-137.24	0157615
		Stored
		Total for estimate 0009:	-7,961.31
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,113.68	210350
		ROCK
		Total for estimate 0010:	-3,113.68
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0018	3020.26	CONCRETE CLASS 47B-25 DRIVEWAY
		S.P. Adjustment	-63.56	210350
		ROCK
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-637.23	210350
		ROCK
0020	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-865.22	210350
		ROCK
0058	W176.26	25 mm WATER SERVICE
		S.P. Adjustment	-1,897.95	0157615
		Stored
		Total for estimate 0011:	-3,463.96
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,249.81	210350
		ROCK
0020	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-7,534.99	210350
		ROCK
0058	W176.26	25 mm WATER SERVICE
		S.P. Adjustment	-73.98	0157615
		Stored
0060	W205.06	150 mm WATER MAIN PIPE
		S.P. Adjustment	-242.04	0157615
		Stored
0062	W205.10	250 mm WATER MAIN PIPE
		S.P. Adjustment	-2,869.97	0157615
		Stored
0063	W219.66	150 mm GATE VALVE AND BOX
		S.P. Adjustment	-601.78	0157615
		Stored
0065	W219.70	250 mm GATE VALVE AND BOX
		S.P. Adjustment	-3,253.15	0157615
		Stored
0066	W222.06	150 mm FIRE HYDRANT
		S.P. Adjustment	-855.05	0157615
		Stored
0070	W356.18	250 mm X 150 mm TEE
		S.P. Adjustment	-389.73	0157615
		Stored
0073	W357.16	150 mm - 45 DEGREE BEND
		S.P. Adjustment	-141.36	0157615
		Stored
0087	4764.80	250 mm P.V.C. SEWER PIPE
		S.P. Adjustment	-244.59	0157615
		Stored
0093	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	2,901.60	01906254

0094	A009.09	STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25
		S.P. Initial Payment	29,987.40	053202145

0095	A009.10	STREET LIGHTING UNIT, TYPE SL-A-12.2-3-0.25
		S.P. Initial Payment	4,121.52	053202145

0096	A009.11	STREET LIGHTING UNIT, TYPE SL-A-12.2-3.7-0.25
		S.P. Initial Payment	3,155.34	053202145

0097	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Initial Payment	1,149.67	053202145

0098	A020.30	LIGHTING CONTROL CENTER, TYPE R
		S.P. Initial Payment	1,848.00	40011974

		Total for estimate 0012:	22,707.08
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,642.66	210350
		ROCK
0020	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-807.02	210350
		ROCK
0058	W176.26	25 mm WATER SERVICE
		S.P. Adjustment	-1,071.30	0157615
		Stored
0073	W357.16	150 mm - 45 DEGREE BEND
		S.P. Adjustment	-47.12	0157615
		Stored
		Total for estimate 0013:	-4,568.10
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0018	3020.26	CONCRETE CLASS 47B-25 DRIVEWAY
		S.P. Adjustment	-121.94	210350
		ROCK
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,453.19	210350
		ROCK
0020	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,101.22	210350
		ROCK
0060	W205.06	150 mm WATER MAIN PIPE
		S.P. Adjustment	-129.54	0157615
		Stored
0070	W356.18	250 mm X 150 mm TEE
		S.P. Adjustment	-129.91	0157615
		Stored
0073	W357.16	150 mm - 45 DEGREE BEND
		S.P. Adjustment	-141.36	0157615
		Stored
0089	4796.00	150 mm PLUG
		S.P. Adjustment	-22.87	0157615
		Stored
		Total for estimate 0014:	-3,100.03
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0018	3020.26	CONCRETE CLASS 47B-25 DRIVEWAY
		S.P. Adjustment	-348.30	210350
		ROCK
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-26.97	210350
		ROCK
		S.P. Adjustment	-2,154.18	210350
		ROCK
0020	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-23,984.75	210350
		ROCK
		S.P. Adjustment	-41.80	210350
		ROCK
0093	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-763.59	01906254

0094	A009.09	STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25
		S.P. Adjustment	-1,199.49	053202145

0097	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Adjustment	-114.97	053202145

		Total for estimate 0015:	-28,634.05
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-123.10	210350
		ROCK
0093	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-30.54	01906254

0094	A009.09	STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25
		S.P. Adjustment	-599.75	053202145

		Total for estimate 0016:	-753.39
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,301.38	210350
		ROCK
0058	W176.26	25 mm WATER SERVICE
		S.P. Adjustment	171.64	0157615
		Stored
0093	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-733.04	01906254

0094	A009.09	STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25
		S.P. Adjustment	-17,192.78	053202145

0097	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Adjustment	-1,034.70	053202145

0098	A020.30	LIGHTING CONTROL CENTER, TYPE R
		S.P. Adjustment	-1,232.00	40011974

		Total for estimate 0017:	-22,322.26
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-735.03	210350
		ROCK
0066	W222.06	150 mm FIRE HYDRANT
		S.P. Adjustment	-855.05	0157615
		Stored
0093	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-610.86	01906254

0094	A009.09	STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25
		S.P. Adjustment	-7,996.64	053202145

0098	A020.30	LIGHTING CONTROL CENTER, TYPE R
		S.P. Adjustment	-616.00	40011974

		Total for estimate 0018:	-10,813.58
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0063	W219.66	150 mm GATE VALVE AND BOX
		S.P. Adjustment	601.78	0157615
		Stored
0070	W356.18	250 mm X 150 mm TEE
		S.P. Adjustment	129.91	0157615
		Stored
0089	4796.00	150 mm PLUG
		S.P. Adjustment	22.87	0157615
		Stored
		Total for estimate 0019:	754.56
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-445.42	210350
		ROCK
0058	W176.26	25 mm WATER SERVICE
		S.P. Adjustment	261.91	0157615
		Stored
		Total for estimate 0020:	-183.51
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0018	3020.26	CONCRETE CLASS 47B-25 DRIVEWAY
		S.P. Adjustment	-98.50	210350
		ROCK
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	516.38	210350
		ROCK
		Total for estimate 0021:	417.88
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0017	3016.21	CONCRETE CLASS 47B-20 SIDEWALKS
		S.P. Adjustment	-151.62	210350
		ROCK
0018	3020.26	CONCRETE CLASS 47B-25 DRIVEWAY
		S.P. Adjustment	-1,384.35	210350
		ROCK
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-479.77	210350
		ROCK
		Total for estimate 0022:	-2,015.74
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0017	3016.21	CONCRETE CLASS 47B-20 SIDEWALKS
		S.P. Closure	-129.61	210350
		ROCK
		S.P. Adjustment	-935.99	210350
		ROCK
0018	3020.26	CONCRETE CLASS 47B-25 DRIVEWAY
		S.P. Closure	-176.84	210350
		ROCK
		S.P. Adjustment	-291.97	210350
		ROCK
0019	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-407.27	210350
		ROCK
0060	W205.06	150 mm WATER MAIN PIPE
		S.P. Adjustment	-322.80	0157615
		Stored
0063	W219.66	150 mm GATE VALVE AND BOX
		S.P. Adjustment	-601.78	0157615
		Stored
0070	W356.18	250 mm X 150 mm TEE
		S.P. Adjustment	-259.82	0157615
		Stored
0089	4796.00	150 mm PLUG
		S.P. Adjustment	-45.74	0157615
		Stored
		Total for estimate 0023:	-3,171.82
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0017	3016.21	CONCRETE CLASS 47B-20 SIDEWALKS
		S.P. Adjustment	-1,080.22	210350
		ROCK
		Total for estimate 0024:	-1,080.22
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0017	3016.21	CONCRETE CLASS 47B-20 SIDEWALKS
		S.P. Adjustment	-614.47	210350
		ROCK
0018	3020.26	CONCRETE CLASS 47B-25 DRIVEWAY
		S.P. Adjustment	-239.45	210350
		ROCK
0058	W176.26	25 mm WATER SERVICE
		S.P. Adjustment	-1,257.05	0157615
		Stored
0060	W205.06	150 mm WATER MAIN PIPE
		S.P. Adjustment	-95.42	0157615
		Stored
0089	4796.00	150 mm PLUG
		S.P. Adjustment	-45.74	0157615
		Stored
		Total for estimate 0025:	-2,252.13
		Total remaining for contract:	26,540.26

			1. Contracted
			2. Current
			3. To date
Item Nbr Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 4 CULVERTS
4039 6960.02	564.89	0.000	0.00
ADDITIONAL WORK	LS	1.000	564.89
ADJUST INLETS TO GRADE		1.000	564.89
		0.000	0.00

GROUP 4 CULVERTS		Contracted	0.00
		Current	564.89
		In place	564.89
		This Estimate	0.00

GROUP 1 GRADING
0001 L020.09	25.00	12.000	300.00
EROSION CONTROL, TYPE AAA	m2	12.000	300.00
		0.000	0.00
		0.000	0.00

0002 0030.10	8,000.00	1.000	8,000.00
MOBILIZATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00

0003 1009.00	8,000.00	1.000	8,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	8,000.00
		0.715	5,720.00
		0.000	0.00

0004 1010.01	4.38	19,409.000	85,011.42
EXCAVATION (ESTABLISHED QUANTITY)	m3	19,409.000	85,011.42
		31,568.600	138,270.48
		3,459.000	15,150.42

0005 1011.00	2.15	22.000	47.30
WATER	kL	22.000	47.30
		0.000	0.00
		0.000	0.00

0006 1016.00	157.50	212.000	33,390.00
RE-ESTABLISH PROPERTY CORNER	EACH	212.000	33,390.00
		0.000	0.00
		0.000	0.00

0007 1101.00	2.98	10,284.000	30,646.32
REMOVE PAVEMENT	m2	10,284.000	30,646.32
		9,914.057	29,543.90
		0.000	0.00

0008 1106.00	3.26	566.000	1,845.16
REMOVE DRIVEWAY	m2	566.000	1,845.16
		612.737	1,997.53
		0.000	0.00

0009 1107.00	2.15	1,568.000	3,371.20
REMOVE WALK	m2	1,568.000	3,371.20
		1,572.730	3,381.37
		0.000	0.00

0010 1109.00	6.55	44.000	288.20
REMOVE CURB	m	44.000	288.20
		34.840	228.20
		0.000	0.00

0011 1114.10	9.86	43.500	428.91
REMOVE RETAINING WALL	m	43.500	428.91
		39.300	387.50
		0.000	0.00

0012 1701.18	48.10	10.000	481.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	10.000	481.00
		10.000	481.00
		0.000	0.00

4007 L999.10	315.00	0.000	0.00
TREE	EACH	1.000	315.00
REMOVAL AT STA. 103+97, 13.8m RT.		1.000	315.00
		0.000	0.00

4036 9110.10	65.76	0.000	0.00
RENTAL OF EXCAVATOR, FULLY OPERATED	HOUR	17.000	1,117.92
		17.000	1,117.92
		0.000	0.00

GROUP 1 GRADING		Contracted	171,809.51
		Current	173,242.43
		In place	189,442.90
		This Estimate	15,150.42

GROUP 3 CONCRETE PAVEMENT
0013 L001.02	1,457.00	0.590	859.63
SEEDING, TYPE B	ha	0.590	859.63
		0.059	85.96
		0.059	85.96

0014 L010.00	3.23	9,106.000	29,412.38
SODDING	m2	9,106.000	29,412.38
		5,594.185	18,069.22
		2,077.685	6,710.92

0015 L032.75	385.00	3.000	1,155.00
MULCH	Mg	3.000	1,155.00
		0.000	0.00
		0.000	0.00

0016 0030.30	18,000.00	1.000	18,000.00
MOBILIZATION	LS	1.000	18,000.00
		1.000	18,000.00
		0.000	0.00

0017 3016.21	24.00	4,361.100	104,666.40
CONCRETE CLASS 47B-20 SIDEWALKS	m2	4,361.100	104,666.40
		2,523.132	60,555.16
		553.731	13,289.54

0018 3020.26	28.70	2,662.000	76,399.40
CONCRETE CLASS 47B-25 DRIVEWAY	m2	2,662.000	76,399.40
		1,530.560	43,927.08
		143.830	4,127.92

0019 3075.41	27.85	11,584.000	322,614.40
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	11,584.000	322,614.40
		7,141.429	198,888.80
		0.000	0.00

0020 3075.45	30.71	16,399.000	503,613.29
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	16,399.000	503,613.29
		11,810.731	362,707.57
		0.000	0.00

0021 4103.06	2,000.00	0.550	1,100.00
CLASS 47B-20 CONCRETE FOR STEP	m3	0.550	1,100.00
		0.000	0.00
		0.000	0.00

0022 8029.75	3.90	27,983.000	109,133.70
BITUMINOUS FOUNDATION COURSE	m2	27,983.000	109,133.70
		18,854.943	73,534.28
		0.000	0.00

0023 9111.00	2.15	493.000	1,059.95
WATER	kL	493.000	1,059.95
		0.000	0.00
		0.000	0.00

0024 9170.00	325.00	37.248	12,105.60
EARTH SHOULDER CONSTRUCTION	StaM	37.248	12,105.60
		0.000	0.00
		0.000	0.00

0025 9173.20	1.00	30,645.000	30,645.00
SUBGRADE PREPARATION	m2	30,645.000	30,645.00
		20,300.425	20,300.43
		143.830	143.84

4002 0025.01	641.24	0.000	0.00
PARTNERING WORKSHOP	LS	1.000	641.24
		1.000	641.24
		0.000	0.00

4035 9000.50	57.19	0.000	0.00
ASPHALTIC CONCRETE FOR TEMPORARY SURFACING	Mg	250.000	14,297.50
		155.572	8,897.17
		0.000	0.00

4041 2001.00	14.00	0.000	0.00
GRAVEL SURFACE COURSE	m3	40.000	560.00
		85.887	1,202.41
		44.783	626.96

GROUP 3 CONCRETE PAVEMENT		Contracted	1,210,764.75
		Current	1,226,263.49
		In place	806,809.32
		This Estimate	24,985.14

GROUP 4 CULVERTS
0026 P700.15	48.33	304.500	14,716.48
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	179.519	8,676.15
		133.901	6,471.45
		29.182	1,410.37

0027 P700.18	56.07	1,130.500	63,387.14
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	1,016.612	57,001.43
		880.089	49,346.59
		172.791	9,688.39

0028 P700.24	78.64	667.500	52,492.20
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	450.068	35,393.35
		389.098	30,598.66
		104.403	8,210.25

0029 P700.30	105.85	344.500	36,465.32
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	344.500	36,465.32
		346.250	36,650.56
		0.000	0.00

0030 P700.36	137.84	196.500	27,085.56
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	196.500	27,085.56
		199.739	27,532.02
		0.000	0.00

0031 P700.42	176.21	645.000	113,655.45
1050 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	645.000	113,655.45
		647.011	114,009.82
		0.000	0.00

0032 P775.24	153.82	20.000	3,076.40
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	9.000	1,384.38
		68.742	10,573.89
		68.742	10,573.89

0033 P775.30	221.61	7.000	1,551.27
750 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	7.000	1,551.27
		7.810	1,730.77
		0.000	0.00

0034 0030.40	7,500.00	1.000	7,500.00
MOBILIZATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00

0035 1043.50	4.42	142.000	627.64
RIPRAP FILTER FABRIC	m2	142.000	627.64
		192.300	849.97
		0.000	0.00

0036 1117.00	300.00	2.000	600.00
REMOVE MANHOLE	EACH	2.000	600.00
		7.000	2,100.00
		0.000	0.00

0037 1119.00	150.00	45.000	6,750.00
REMOVE INLET	EACH	45.000	6,750.00
		40.000	6,000.00
		7.000	1,050.00

0038 4002.00	2.25	6,889.000	15,500.25
CAST IRON COVER AND FRAME	kg	6,889.000	15,500.25
		4,383.000	9,861.75
		0.000	0.00

0039 4003.00	2.10	526.000	1,104.60
CAST IRON COVER, FRAME, AND FLANGE	kg	526.000	1,104.60
		0.000	0.00
		0.000	0.00

0040 4004.50	2.00	676.000	1,352.00
CAST IRON GRATE AND FRAME	kg	676.000	1,352.00
		676.000	1,352.00
		0.000	0.00

0041 4016.00	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 101+08.3 LT.		0.000	0.00
		0.000	0.00

0042 4016.01	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 101+08.3 RT.		0.000	0.00
		0.000	0.00

0043 4016.02	1,200.00	1.000	1,200.00
MANHOLE	EACH	1.000	1,200.00
AT STA. 105+34.2 RT.		0.000	0.00
		0.000	0.00

0044 4016.03	1,950.00	1.000	1,950.00
MANHOLE	EACH	1.000	1,950.00
AT STA. 106+31.8 LT.		1.000	1,950.00
		0.000	0.00

0045 4016.04	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 106+31.8 RT.		1.000	2,000.00
		0.000	0.00

0046 4016.05	1,200.00	1.000	1,200.00
MANHOLE	EACH	1.000	1,200.00
AT STA. 107+42.4 RT.		1.000	1,200.00
		0.000	0.00

0047 4016.06	1,200.00	1.000	1,200.00
MANHOLE	EACH	1.000	1,200.00
AT STA. 108+47.1 RT.		1.000	1,200.00
		0.000	0.00

0048 4016.07	1,500.00	1.000	1,500.00
MANHOLE	EACH	1.000	1,500.00
AT STA. 110+56.7 LT.		1.000	1,500.00
		0.000	0.00

0049 4016.08	2,100.00	1.000	2,100.00
MANHOLE	EACH	1.000	2,100.00
AT STA. 114+67.8 LT.		1.000	2,100.00
		0.000	0.00

0050 4016.09	2,100.00	1.000	2,100.00
MANHOLE	EACH	1.000	2,100.00
AT STA. 114+67.8 RT.		1.000	2,100.00
		0.000	0.00

0051 4043.50	3.30	1,468.300	4,845.39
REMOVE SEWER PIPE	m	1,468.300	4,845.39
		1,420.600	4,687.98
		156.000	514.80

0052 4050.01	19.61	126.000	2,470.86
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	126.000	2,470.86
		126.000	2,470.86
		0.000	0.00

0053 4105.59	506.64	260.540	131,999.99
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	307.503	155,793.32
		250.287	126,805.40
		17.422	8,826.68

0054 4107.07	300.00	2.700	810.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	2.700	810.00
		2.100	630.00
		0.400	120.00

0055 4155.50	1.90	8,309.000	15,787.10
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	8,309.000	15,787.10
		5,188.900	9,858.91
		0.000	0.00

0056 4910.25	26.33	3,326.400	87,584.11
DEWATERING	m	3,326.400	87,584.11
		2,719.399	71,601.78
		354.641	9,337.70

0057 6104.00	38.57	115.000	4,435.55
BROKEN CONCRETE RIPRAP	Mg	115.000	4,435.55
		184.608	7,120.33
		0.000	0.00

4000 4310.42	734.00	0.000	0.00
1050 mm FLARED-END SECTION	EACH	1.000	734.00
		1.000	734.00
		0.000	0.00

4001 4310.18	317.00	0.000	0.00
450 mm FLARED-END SECTION	EACH	1.000	317.00
		2.000	634.00
		0.000	0.00

4003 4050.01	19.61	0.000	0.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	10.000	196.10
		0.000	0.00
		0.000	0.00

4008 1119.00	350.00	0.000	0.00
REMOVE INLET	EACH	1.000	350.00
STA. 116+50, 7.5 M RT.		1.000	350.00
		0.000	0.00

4009 1119.00	350.00	0.000	0.00
REMOVE INLET	EACH	1.000	350.00
STA. 116+50, 13.0 M RT.		1.000	350.00
		0.000	0.00

4010 1119.00	350.00	0.000	0.00
REMOVE INLET	EACH	1.000	350.00
STA. 115+79, RT.		1.000	350.00
		0.000	0.00

4011 1119.00	350.00	0.000	0.00
REMOVE INLET	EACH	1.000	350.00
STA. 113+62, RT.		1.000	350.00
		0.000	0.00

4012 1119.00	350.00	0.000	0.00
REMOVE INLET	EACH	1.000	350.00
STA. 112+66, RT.		1.000	350.00
		0.000	0.00

4013 1119.00	700.00	0.000	0.00
REMOVE INLET	EACH	1.000	700.00
STA. 116+50, LT.		1.000	700.00
		0.000	0.00

4014 1119.00	700.00	0.000	0.00
REMOVE INLET	EACH	1.000	700.00
STA. 115+70, LT.		1.000	700.00
		0.000	0.00

4015 1119.00	700.00	0.000	0.00
REMOVE INLET	EACH	1.000	700.00
STA. 114+88, LT.		1.000	700.00
		0.000	0.00

4016 1119.00	700.00	0.000	0.00
REMOVE INLET	EACH	1.000	700.00
STA. 114+56, LT.		1.000	700.00
		0.000	0.00

4017 1119.00	700.00	0.000	0.00
REMOVE INLET	EACH	1.000	700.00
STA. 113+94, LT.		1.000	700.00
		0.000	0.00

4018 1119.00	700.00	0.000	0.00
REMOVE INLET	EACH	1.000	700.00
STA. 113+30, LT.		1.000	700.00
		0.000	0.00

4019 1119.00	700.00	0.000	0.00
REMOVE INLET	EACH	1.000	700.00
STA. 112+75, LT.		1.000	700.00
		0.000	0.00

4020 1119.00	700.00	0.000	0.00
REMOVE INLET	EACH	1.000	700.00
STA. 112+45, LT.		1.000	700.00
		0.000	0.00

4021 1119.00	700.00	0.000	0.00
REMOVE INLET	EACH	1.000	700.00
STA. 111+37, LT.		1.000	700.00
		0.000	0.00

4022 4039.10	170.00	0.000	0.00
REMOVE AND RELAY REINFORCED CONCRETE SEWER PIPE	m	560.000	95,200.00
(1050 mm)		596.930	101,478.10
		0.000	0.00

4023 P700.42	225.00	0.000	0.00
1050 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	61.000	13,725.00
(REVISED)		16.850	3,791.25
		0.000	0.00

4024 6603.00	14,497.74	0.000	0.00
DEWATERING	LS	1.000	14,497.74
ROOSEVELT EAST (STA. 114+56)		1.000	14,497.74
		0.000	0.00

4025 6603.00	13,440.00	0.000	0.00
DEWATERING	LS	1.000	13,440.00
(REVISED, ROOSEVELT TO BRYAN AVE.)		1.000	13,440.00
		0.000	0.00

4026 6603.00	3,458.00	0.000	0.00
DEWATERING	LS	1.000	3,458.00
MAINTENANCE DURING SHUT DOWN PERIOD (13DAY*266)		1.000	3,458.00
		0.000	0.00

4027 1117.00	1,200.00	0.000	0.00
REMOVE MANHOLE	EACH	1.000	1,200.00
AT STA. 114+67, LT.		1.000	1,200.00
		0.000	0.00

4028 4039.10	72.00	0.000	0.00
REMOVE AND RELAY REINFORCED CONCRETE SEWER PIPE	m	349.300	25,149.60
(375 mm & 450 mm)		285.899	20,584.73
		0.000	0.00

4029 1119.00	200.00	0.000	0.00
REMOVE INLET	EACH	1.000	200.00
BASE AT STA. 110+87, LT.		1.000	200.00
		0.000	0.00

4030 1136.10	1,214.26	0.000	0.00
REMOVE	LS	1.000	1,214.26
FORMS INLET AT STA. 110+87, LT.		1.000	1,214.26
		0.000	0.00

4031 6960.02	5,597.43	0.000	0.00
ADDITIONAL WORK	LS	1.000	5,597.43
LOWER WATERMAIN @ ROOSEVELT AND MEYER		1.000	5,597.43
		0.000	0.00

4032 W600.15	210.00	0.000	0.00
ADJUST WATER SERVICE	EACH	11.000	2,310.00
LEFT		11.000	2,310.00
		0.000	0.00

4033 W600.15	214.76	0.000	0.00
ADJUST WATER SERVICE	EACH	1.000	214.76
2" RIGHT		1.000	214.76
		0.000	0.00

4034 P702.18	174.00	0.000	0.00
450 mm STORM SEWER PIPE, TYPE 1	m	282.214	49,105.24
ARCH		249.687	43,445.54
		32.535	5,661.09

4042 P700.18	168.00	0.000	0.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	233.927	39,299.74
ARCH (SINGLE RUN)		72.839	12,236.94
		29.948	5,031.26

4043 P700.24	185.55	0.000	0.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	79.023	14,662.72
ARCH		0.000	0.00
		0.000	0.00

4044 4680.15	309.54	0.000	0.00
375 mm CORRUGATED METAL SLOTTED PIPE	m	12.987	4,020.00
		12.987	4,020.00
		12.987	4,020.00

4045 4037.00	350.00	0.000	0.00
REMOVE AND REINSTALL CONCRETE FLARED END SECTIONS	EACH	1.000	350.00
1050 mm		1.000	350.00
		0.000	0.00

4046 4015.50	2,100.00	0.000	0.00
RECONSTRUCT MANHOLE	EACH	1.000	2,100.00
AT STA. 114+67.8, LT.		1.000	2,100.00
		0.000	0.00

GROUP 4 CULVERTS		Contracted	610,547.31
		Current	898,165.32
		In place	779,359.49
		This Estimate	64,444.43

GROUP 4A CULVERTS
0058 W176.26	36.85	1,100.820	40,565.22
25 mm WATER SERVICE	m	1,100.820	40,565.22
		770.270	28,384.46
		268.700	9,901.60

0059 W176.30	48.17	21.320	1,026.98
50 mm WATER SERVICE	m	21.320	1,026.98
		22.500	1,083.83
		0.000	0.00

0060 W205.06	38.29	206.300	7,899.23
150 mm WATER MAIN PIPE	m	206.300	7,899.23
		152.587	5,842.55
		15.800	604.98

0061 W205.08	50.18	73.530	3,689.74
200 mm WATER MAIN PIPE	m	73.530	3,689.74
		71.914	3,608.65
		0.000	0.00

0062 W205.10	56.30	1,566.570	88,197.89
250 mm WATER MAIN PIPE	m	1,566.570	88,197.89
		1,473.840	82,977.19
		309.000	17,396.70

0063 W219.66	525.89	5.000	2,629.45
150 mm GATE VALVE AND BOX	EACH	5.000	2,629.45
		3.000	1,577.67
		0.000	0.00

0064 W219.68	712.99	3.000	2,138.97
200 mm GATE VALVE AND BOX	EACH	3.000	2,138.97
		3.000	2,138.97
		0.000	0.00

0065 W219.70	1,050.63	23.000	24,164.49
250 mm GATE VALVE AND BOX	EACH	23.000	24,164.49
		22.000	23,113.86
		4.000	4,202.52

0066 W222.06	1,860.50	8.000	14,884.00
150 mm FIRE HYDRANT	EACH	8.000	14,884.00
		8.000	14,884.00
		2.000	3,721.00

0067 W355.06	100.32	1.000	100.32
150 mm SLEEVE	EACH	1.000	100.32
		2.000	200.64
		0.000	0.00

0068 W355.10	157.80	1.000	157.80
250 mm SLEEVE	EACH	1.000	157.80
		2.000	315.60
		0.000	0.00

0069 W356.15	334.49	1.000	334.49
250 mm X 200 mm TEE	EACH	1.000	334.49
		1.000	334.49
		0.000	0.00

0070 W356.18	329.91	13.000	4,288.83
250 mm X 150 mm TEE	EACH	13.000	4,288.83
		12.000	3,958.92
		2.000	659.82

0071 W356.50	431.61	2.000	863.22
CROSS	EACH	2.000	863.22
250 X 200		1.000	431.61
		0.000	0.00

0072 W356.51	462.71	1.000	462.71
CROSS	EACH	1.000	462.71
250 X 250		1.000	462.71
		0.000	0.00

0073 W357.16	147.12	9.000	1,324.08
150 mm - 45 DEGREE BEND	EACH	9.000	1,324.08
		15.000	2,206.80
		0.000	0.00

0074 W357.40	218.62	12.000	2,623.44
200 mm - 45 DEGREE BEND	EACH	12.000	2,623.44
		6.000	1,311.72
		0.000	0.00

0075 W357.43	293.32	12.000	3,519.84
250 mm - 45 DEGREE BEND	EACH	12.000	3,519.84
		25.000	7,333.00
		0.000	0.00

0076 W800.05	100.00	7.000	700.00
REMOVE GATE VALVE AND BOX	EACH	7.000	700.00
		0.000	0.00
		0.000	0.00

0077 W800.12	100.00	4.000	400.00
REMOVE TEE	EACH	4.000	400.00
		0.000	0.00
		0.000	0.00

0078 W800.14	100.00	2.000	200.00
REMOVE REDUCER	EACH	2.000	200.00
		0.000	0.00
		0.000	0.00

0079 W800.20	150.00	1.000	150.00
REMOVE CROSS	EACH	1.000	150.00
		0.000	0.00
		0.000	0.00

0080 W800.21	27.00	151.660	4,094.82
REMOVE WATER MAIN PIPE	m	151.660	4,094.82
		20.370	549.99
		0.000	0.00

0081 W800.33	400.00	8.000	3,200.00
REMOVE HYDRANT	EACH	8.000	3,200.00
		6.000	2,400.00
		0.000	0.00

0082 0030.40	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00

0083 1117.00	250.00	2.000	500.00
REMOVE MANHOLE	EACH	2.000	500.00
		2.000	500.00
		0.000	0.00

0084 4015.50	1,950.00	1.000	1,950.00
RECONSTRUCT MANHOLE	EACH	1.000	1,950.00
		1.000	1,950.00
		0.000	0.00

0085 4043.50	18.00	258.400	4,651.20
REMOVE SEWER PIPE	m	258.400	4,651.20
		240.828	4,334.90
		0.000	0.00

0086 4764.78	50.10	42.000	2,104.20
200 mm P.V.C. SEWER PIPE	m	42.000	2,104.20
		20.800	1,042.08
		0.000	0.00

0087 4764.80	53.11	31.000	1,646.41
250 mm P.V.C. SEWER PIPE	m	31.000	1,646.41
		47.700	2,533.35
		0.000	0.00

0088 4764.85	67.40	45.500	3,066.70
375 mm P.V.C. SEWER PIPE	m	45.500	3,066.70
		45.528	3,068.59
		0.000	0.00

0089 4796.00	65.85	18.000	1,185.30
150 mm PLUG	EACH	18.000	1,185.30
		5.000	329.25
		2.000	131.70

0090 4796.01	80.97	3.000	242.91
200 mm PLUG	EACH	3.000	242.91
		2.000	161.94
		0.000	0.00

0091 4796.02	105.13	3.000	315.39
250 mm PLUG	EACH	3.000	315.39
		1.000	105.13
		0.000	0.00

0092 4910.25	26.33	1,927.990	50,763.98
DEWATERING	m	1,927.990	50,763.98
		2,253.742	59,341.03
		549.000	14,455.17

4006 W750.00	600.00	0.000	0.00
RELOCATE WATER METER	EACH	34.000	20,400.00
		29.000	17,400.00
		14.000	8,400.00

4040 6960.02	1,910.52	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,910.52
LOWER WATERMAIN AT BRYAN AVE.		1.000	1,910.52
		0.000	0.00

GROUP 4A CULVERTS		Contracted	289,041.60
		Current	311,352.12
		In place	290,793.45
		This Estimate	59,473.49

GROUP 8B ELECTRICAL
0093 A001.12	250.00	19.000	4,750.00
PULL BOX, TYPE PB-5	EACH	19.000	4,750.00
		14.000	3,500.00
		0.000	0.00

0094 A009.09	1,325.00	30.000	39,750.00
STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25	EACH	30.000	39,750.00
		27.000	35,775.00
		0.000	0.00

0095 A009.10	1,500.00	4.000	6,000.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-3-0.25	EACH	4.000	6,000.00
		0.000	0.00
		0.000	0.00

0096 A009.11	1,600.00	3.000	4,800.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-3.7-0.25	EACH	3.000	4,800.00
		0.000	0.00
		0.000	0.00

0097 A009.14	1,800.00	1.000	1,800.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	1.000	1,800.00
		1.000	1,800.00
		0.000	0.00

0098 A020.30	1,500.00	3.000	4,500.00
LIGHTING CONTROL CENTER, TYPE R	EACH	3.000	4,500.00
		3.000	4,500.00
		0.000	0.00

0099 A070.10	5.00	1,725.000	8,625.00
38 mm CONDUIT IN TRENCH	m	2,089.000	10,445.00
		1,852.400	9,262.00
		0.000	0.00

0100 A072.10	5.00	654.000	3,270.00
38 mm CONDUIT UNDER ROADWAY	m	823.000	4,115.00
		490.000	2,450.00
		0.000	0.00

0101 A080.10	2.25	166.000	373.50
STREET LIGHTING CABLE, NO. 2 USE	m	166.000	373.50
		0.000	0.00
		0.000	0.00

0102 A080.11	1.50	83.000	124.50
STREET LIGHTING CABLE, NO. 2 BARE	m	83.000	124.50
		0.000	0.00
		0.000	0.00

0103 A080.22	1.00	2,296.000	2,296.00
STREET LIGHTING CABLE, NO. 6 BARE	m	2,296.000	2,296.00
		1,493.400	1,493.40
		0.000	0.00

0104 A080.24	1.65	4,592.000	7,576.80
STREET LIGHTING CABLE, NO. 6 USE	m	4,592.000	7,576.80
		2,986.800	4,928.22
		0.000	0.00

0105 0030.81	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00

0106 7500.23	265.00	16.000	4,240.00
LEFT ARROW, PREFORMED PAVEMENT MARKING, TYPE 3	EACH	16.000	4,240.00
		0.000	0.00
		0.000	0.00

0107 7550.03	2.15	4,400.000	9,460.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	4,400.000	9,460.00
		0.000	0.00
		0.000	0.00

4037 7200.00	327.915	0.000	0.00
BREAKAWAY DEVICE FOR ANCHOR BASE POLE	EACH	28.000	9,181.62
		18.000	5,902.47
		0.000	0.00

4038 7200.00	327.915	0.000	0.00
BREAKAWAY DEVICE FOR ANCHOR BASE POLE	EACH	9.000	2,951.24
		9.000	2,951.24
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	101,565.80
		Current	116,363.66
		In place	76,562.33
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0108 0001.10	1.25	11,376.000	14,220.00
BARRICADE, TYPE III	BDAY	11,376.000	14,220.00
		26,723.000	33,403.75
		1,196.000	1,495.00

0109 0001.30	2.25	237.000	533.25
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	237.000	533.25
		408.000	918.00
		14.000	31.50

0110 0001.90	0.25	14,457.000	3,614.25
SIGN DAY	EACH	14,457.000	3,614.25
		15,759.000	3,939.75
		672.000	168.00

0111 0003.10	150.00	20.000	3,000.00
FLAGGING	DAY	20.000	3,000.00
		0.000	0.00
		0.000	0.00

0112 0010.04	2,500.00	1.000	2,500.00
FIELD OFFICE	EACH	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00

0113 0030.10	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		0.694	2,777.88
		0.000	0.00

4004 0001.08	0.50	0.000	0.00
BARRICADE, TYPE II	BDAY	4,000.000	2,000.00
		19,364.000	9,682.00
		132.000	66.00

4005 0001.08	0.50	0.000	0.00
BARRICADE, TYPE II	BDAY	1,000.000	500.00
		8,189.000	4,094.50
		266.000	133.00

GROUP 10 GENERAL ITEMS		Contracted	27,867.50
		Current	30,367.50
		In place	57,315.88
		This Estimate	1,893.50

Totals for contract		Contracted	2,411,596.47
		Current	2,756,319.40
		In place	2,200,848.26
		This Estimate	165,946.98