Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:	2107A
Estimate Number:	0052
Pay Period End Date:	05.29.2002

Contract Location:
162ND - 174TH STREET, OMAHA	Estimate Type:	PROG

Contractor:
VRANA & SON CONSTRUCTION CO./CHAS.	Date Let:	02.17.2000
4816 F ST	Date Awarded:	02.28.2000
	Date Contract Executed:	03.06.2000
	Date Notice to Proceed:	03.06.2000
OMAHA NE 68117-1481	Date Work Began:	03.11.2000
Phone:	Date Physical Work Completed:
(402)733-5200	Date Accepted:
Escrow Agent:

Surety Co:
CONTINENTAL INSURANCE COMPANY

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
20107A 000B		0.000			EACNH-EACBR-6-7(133)		GR CP CULV SEED BR GDRL FENCE ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$11,288,505.65	$11,219,403.50	$69,102.15
$19,652,306.37	Stockpiled Materials	$592,256.59	$553,267.08	$38,989.51
Original Contract Amt	Gross Earnings	$11,880,762.24	$11,772,670.58	$108,091.66
$19,495,009.25	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
57.44%	Net Earnings	$11,855,762.24	$11,747,670.58	$108,091.66
	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	$57.42	$57.42	$.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	$57.42	$57.42	$.00
	Payment	$11,855,819.66	$11,747,728.00	$108,091.66
Project Manager			Div. Head/Dist. Eng.
Baratta, Joseph	05.30.2002		Lech, Marvin (Marv)	05.30.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.31.2002
Controller Div. Processed
Burling, Laurie	06.03.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0030	1600.00	MONITORING INSTRUMENTATION
		S.P. Initial Payment	29,339.92	001
		Geotechnical Instrumentation
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	12,386.72	6759E
		Epoxy Coated Reinforcing Steel
		Total for estimate 0003:	41,726.64
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0030	1600.00	MONITORING INSTRUMENTATION
		S.P. Adjustment	-6,454.78	001
		Geotechnical Instrumentation
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,555.44	6759E
		Epoxy Coated Reinforcing Steel
0394	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	2,448.63	0-1`43-c
		250mm x 62kg pling
0395	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	10,382.32	o-143-c
		310mm x79kg piling
		S.P. Adjustment	-10,382.32	o-143-c
		310mm x79kg piling
		Total for estimate 0004:	-10,561.59
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-5,833.42	6759E
		Epoxy Coated Reinforcing Steel
		Total for estimate 0005:	-5,833.42
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0030	1600.00	MONITORING INSTRUMENTATION
		S.P. Adjustment	-5,867.98	001
		Geotechnical Instrumentation
0418	A001.01	PULL BOX, TYPE PB-1
		S.P. Initial Payment	2,873.00	9895617
		Covers & Frames PB-1
0419	A001.02	PULL BOX, TYPE PB-1A
		S.P. Initial Payment	129.00	98956
		Covers & Frames, PB-1A
0420	A001.06	PULL BOX, TYPE PB-2A
		S.P. Initial Payment	406.00	98956
		Covers & Frames, PB-2A
0462	A010.08	LUMINAIRE, TYPE HPS-150
		S.P. Initial Payment	2,401.00	186660
		Luminarire, HPS-150
		Total for estimate 0006:	-58.98
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0190	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	5,561.49	7169E
		Epoxy coated re-steel
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	4,312.22	7169E

		S.P. Adjustment	-1,468.99	7169E

		S.P. Initial Payment	12,969.67	7167E

		S.P. Adjustment	-1,468.99	7167E

		S.P. Initial Payment	11,738.83	7154E

		S.P. Adjustment	-1,468.98	7154E

		Total for estimate 0007:	30,175.25
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,843.97	7169E

		S.P. Adjustment	-11,502.92	7167E

		S.P. Adjustment	-10,271.88	7154E

		Total for estimate 0008:	-24,618.77
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0030	1600.00	MONITORING INSTRUMENTATION
		S.P. Adjustment	-2,347.19	001
		Geotechnical Instrumentation
0158	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Initial Payment	244.19	6676B
		Re-Steel For Box Culvert
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	10,496.73	6760E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-6,462.47	6760E
		Epoxy Coated Re-Steel
0397	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	21,103.41	2-164-C
		Steel Sheet Piling
0484	0003.58	INERTIAL BARRIER SYSTEM
		S.P. Initial Payment	9,318.00	43112
		Inertial Barrier System
		Total for estimate 0009:	32,352.67
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0030	1600.00	MONITORING INSTRUMENTATION
		S.P. Adjustment	-2,875.31	001
		Geotechnical Instrumentation
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,266.18	6760E
		Epoxy Coated Re-Steel
0421	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	894.78	183764
		Pull Box, Type 5
0434	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Initial Payment	1,458.56	183764
		St. Lighting unit SL-BT-12.2-0.3-0.20
0436	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
		S.P. Initial Payment	1,301.31	183764
		St. Lighting Unit SL-BT-12.2-3.7-0.20
0437	A009.90	STREET LIGHTING UNIT, TYPE SL-S-13.7-0.3 & 0.3-0.20
		S.P. Initial Payment	1,506.57	1847404
		St. Lighting unit Sl-s-13.7-0.3 & 0.3-0.20
		Total for estimate 0010:	19.73
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0030	1600.00	MONITORING INSTRUMENTATION
		S.P. Adjustment	-1,731.06	001
		Geotechnical Instrumentation
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,595.04	6760E
		Epoxy Coated Re-Steel
		Total for estimate 0011:	-3,326.10
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3025.00	CONCRETE CLASS 47BD-30 MEDIAN BARRIER
		S.P. Initial Payment	21,828.00	8663E
		epoxy resteel
0159	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Initial Payment	1,871.98	8715 B
		Re-steel for Inlets
0433	A008.69	STREET LIGHTING UNIT TYPE SL-S-12.2-1.2-0.20
		S.P. Initial Payment	7,050.00	183297-2
		street light unit SL- S-12.2-1.2
0434	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Initial Payment	35,616.00	183297-2
		St. lighting unit SL-BT-12.2-0.3-0.20
0435	A008.75	STREET LIGHTING UNIT, TYPE SL-S-12.2-0.3-0.20
		S.P. Initial Payment	3,376.00	183297-2
		St.lighting unit SL-S-12.2-0.3-0.0.20.
0436	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
		S.P. Initial Payment	33,824.00	183297-2
		ST. LIGHTING UNIT SL-BT-12..2-3.7-0.20
0437	A009.90	STREET LIGHTING UNIT, TYPE SL-S-13.7-0.3 & 0.3-0.20
		S.P. Initial Payment	34,162.00	183297-2
		ST.LIGHTING UNIT SL-S-13.7-0.3&0.3-0.20
		Total for estimate 0015:	137,727.98
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	4002.00	CAST IRON COVER AND FRAME
		S.P. Initial Payment	1,658.70	101092
		Cast Iron Cover & Frames
0133	4003.00	CAST IRON COVER, FRAME, AND FLANGE
		S.P. Initial Payment	2,840.40	101092
		CAST IRON COVER, FRAME 7 FLANGE
0134	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	38,915.89	101092
		CAST IRON GRATES & FRAMES
0135	4005.00	CAST IRON RING AND COVER
		S.P. Initial Payment	655.20	101092
		CAST RING & COVER
0190	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,415.59	7169E
		Epoxy coated re-steel
		S.P. Initial Payment	10,535.40	9316E
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-1,415.59	9316E
		EPOXY COATED RE-STEEL
0192	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	10,326.56	2-244-C
		HP 250 X 62kg Steel Piling
		S.P. Adjustment	-10,326.56	2-244-C
		HP 250 X 62kg Steel Piling
		S.P. Initial Payment	53,071.78	2-251-C
		HP 250 x 62kg steel piling
		S.P. Adjustment	-17,416.41	2-251-C
		HP 250 x 62kg steel piling
0382	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	33,992.00	E18717
		ELASTOMERIC BEARING
0383	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	9,960.00	E18717
		EXPANSION BEARING, TFE TYPE
0468	7322.01	TYPE B SIGN
		S.P. Initial Payment	8,800.12	7894
		TYPE B SIGN
		Total for estimate 0016:	140,181.90
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0190	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-707.79	7169E
		Epoxy coated re-steel
		S.P. Adjustment	-707.79	9316E
		EPOXY COATED RE-STEEL
0192	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-9,031.51	2-251-C
		HP 250 x 62kg steel piling
		Total for estimate 0017:	-10,447.09
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0184	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	5,190.36	E18908
		Elastomeric Bearing
0190	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,019.44	7169E
		Epoxy coated re-steel
		S.P. Initial Payment	5,561.49	7169E
		Epoxy coated re-steel
		S.P. Closure	-8,412.02	9316E
		EPOXY COATED RE-STEEL
0192	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	10,326.56	2-244-C
		HP 250 X 62kg Steel Piling
		S.P. Adjustment	-5,271.98	2-244-C
		HP 250 X 62kg Steel Piling
		S.P. Closure	-26,623.86	2-251-C
		HP 250 x 62kg steel piling
		Total for estimate 0018:	-22,248.89
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0190	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-419.62	7169E
		Epoxy coated re-steel
		S.P. Adjustment	-1,098.16	7169E
		Epoxy coated re-steel
0192	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-1,757.33	2-244-C
		HP 250 X 62kg Steel Piling
		Total for estimate 0019:	-3,275.11
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0190	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-946.04	7169E
		Epoxy coated re-steel
		Total for estimate 0020:	-946.04
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0190	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,095.85	7169E
		Epoxy coated re-steel
		Total for estimate 0021:	-1,095.85
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0135	4005.00	CAST IRON RING AND COVER
		S.P. Adjustment	-218.40	101092
		CAST RING & COVER
0190	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-784.56	7169E
		Epoxy coated re-steel
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	10,669.70	10359E
		Epoxy Coated Re-Steel
0423	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Initial Payment	5,904.00	15061
		Traffic Signal, Type TS-1
0424	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Initial Payment	1,426.00	15061
		tRAFFIC SIGNAL, Type TS-1A
0425	A004.20	TRAFFIC SIGNAL, TYPE TS-1L
		S.P. Initial Payment	3,000.00	15061
		Traffic Signal, Type TS-1L
0426	A005.25	TRAFFIC SIGNAL CONTROLLER, TYPE TC-170
		S.P. Initial Payment	8,058.00	15037
		T.S.C., Type TC-170
0427	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Initial Payment	2,432.00	15061
		Pedestrain Signal, Type PS-1
0428	A006.83	PEDESTAL POLE, TYPE PP-3.7
		S.P. Initial Payment	528.00	15061
		Pedestal Pole, Type PP-3.7
0429	A006.85	PEDESTAL POLE, TYPE PP-3.0
		S.P. Initial Payment	1,952.00	15061
		Pedstal Pole, Type PP-3.0
0432	A007.08	VEHICLE DETECTOR, TYPE TD-3
		S.P. Initial Payment	280.00	15061
		Vehicle Detector,Type TD-3
		Total for estimate 0022:	33,246.74
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	11,994.22	10597 E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-614.30	10597 E
		Epoxy Coated Re-Steel
0424	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Adjustment	-1,426.00	15061
		tRAFFIC SIGNAL, Type TS-1A
0457	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Initial Payment	7,211.12	184369
		STREET LIGHTING CABLE. #6 USE
		Total for estimate 0023:	17,165.04
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0177	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	16,437.89	33568
		CONCRET FACE PANELS
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	6,554.62	10597 E
		Epoxy Coated Re-Steel
0382	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-27,193.60	E18717
		ELASTOMERIC BEARING
0383	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-9,960.00	E18717
		EXPANSION BEARING, TFE TYPE
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	4,004.25	6760E
		Epoxy Coated Re-Steel
0434	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-136.74	183764
		St. Lighting unit SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-3,339.00	183297-2
		St. lighting unit SL-BT-12.2-0.3-0.20
		Total for estimate 0024:	-13,632.58
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0177	4095.00	CONCRETE FACE PANELS
		S.P. Closure	0.00	33568
		CONCRET FACE PANELS
		S.P. Initial Payment	16,437.89	33568
		CONCRET FACE PANELS
0184	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-5,190.36	E18908
		Elastomeric Bearing
0232	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	2,576.16	8738
		ELASTOMERTIC BEARING BOLTS
0233	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	536.70	8738
		EXPANSION BEARING TFE TYPE BOLTS
0284	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	2,504.00	8738
		ELASTOMERTIC BEARING BOLTS
0285	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	500.89	8738
		EXPANSION BEARING TFE TYPE BOLTS
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,163.64	10597 E
		Epoxy Coated Re-Steel
0382	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	357.80	8738
		ELASTOMERTIC BEARING BOLTS
0383	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	357.80	8738
		EXPANSION BEARING TFE TYPE
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-174.82	6760E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-1,529.96	6760E
		Epoxy Coated Re-Steel
0397	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-20,451.33	2-164-C
		Steel Sheet Piling
		Total for estimate 0025:	-8,238.87
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0248	6610.45	STRIP SEALS
		S.P. Initial Payment	24,840.32	19428
		STRIP SEAL
0303	6610.45	STRIP SEALS
		S.P. Initial Payment	15,735.00	19428
		STRIP SEAL
0401	6610.45	STRIP SEALS
		S.P. Initial Payment	12,351.00	19428
		STRIP SEAL
		Total for estimate 0026:	52,926.32
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-537.83	10359E
		Epoxy Coated Re-Steel
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-442.01	10597 E
		Epoxy Coated Re-Steel
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,066.49	6760E
		Epoxy Coated Re-Steel
		Total for estimate 0027:	-2,046.33
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,488.81	10359E
		Epoxy Coated Re-Steel
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-437.12	10597 E
		Epoxy Coated Re-Steel
0436	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
		S.P. Initial Payment	4,207.70	184369
		Miscellaneous
		Total for estimate 0028:	2,281.77
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0177	4095.00	CONCRETE FACE PANELS
		S.P. Closure	-16,437.89	33568
		CONCRET FACE PANELS
		S.P. Closure	-16,437.89	33568
		CONCRET FACE PANELS
		S.P. Initial Payment	51,475.72	33919
		Concrete Face Panels
		S.P. Adjustment	-6,171.13	33919
		Concrete Face Panels
0188	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	5,997.64	2-94-C
		Structural Steel For Substructure
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,209.44	10359E
		Epoxy Coated Re-Steel
0418	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-676.00	9895617
		Covers & Frames PB-1
0419	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-129.00	98956
		Covers & Frames, PB-1A
0421	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-63.91	183764
		Pull Box, Type 5
		Total for estimate 0029:	16,348.10
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0177	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-45,304.59	33919
		Concrete Face Panels
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,749.75	10359E
		Epoxy Coated Re-Steel
0424	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Initial Payment	1,426.00	15061
		TRAFFIC SINGAL TYPE TS-1A
		Total for estimate 0030:	-45,628.34
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	22,639.99	CI94256
		Contraction Baskets for 255mm Pvmt.
0159	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-466.43	8715 B
		Re-steel for Inlets
0176	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	13,351.74	12117E
		Epoxy Coated Re-Stee For Pvmt. Approach
		S.P. Initial Payment	13,351.74	11991`
		Epoxy Coated Re-Stee For Pvmt. Approach
0188	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-2,998.82	2-94-C
		Structural Steel For Substructure
0192	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-3,297.25	2-244-C
		HP 250 X 62kg Steel Piling
0227	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	6,039.66	11869E
		Epoxpy Coated Re-steel For Pvmt. Approach
0235	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Initial Payment	871.03	11869E
		Threaded Rebar & Coupler W/ Flange
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,399.93	10359E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	18,935.81	11869E
		Epoxpy Coated Re-steel
		S.P. Adjustment	-1,399.93	11869E
		Epoxpy Coated Re-steel
0279	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	2,126.29	12006E
		Epoxy Coated Re-steel For Pvmt. Approach
0287	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Initial Payment	834.68	12006E
		Threaded Rebar&CouplerW/Flange
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,337.25	10597 E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-950.59	10597 E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	6,554.62	12006E
		Epoxy Coated Re-Steel
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	12,189.89	11995E
		EPOXY COATED RE-STEEL
0418	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-676.00	9895617
		Covers & Frames PB-1
		Total for estimate 0031:	79,369.25
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0190	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,637.55	7169E
		Epoxy coated re-steel
0232	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-357.80	8738
		ELASTOMERTIC BEARING BOLTS
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,393.76	10359E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-1,393.76	11869E
		Epoxpy Coated Re-steel
0383	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-357.80	8738
		EXPANSION BEARING TFE TYPE
		Total for estimate 0032:	-5,140.67
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0134	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-13.26	101092
		CAST IRON GRATES & FRAMES
0159	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-137.80	8715 B
		Re-steel for Inlets
0232	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-357.80	8738
		ELASTOMERTIC BEARING BOLTS
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-632.54	10359E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-632.54	11869E
		Epoxpy Coated Re-steel
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-779.55	10597 E
		Epoxy Coated Re-Steel
		Total for estimate 0033:	-2,553.49
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-15,211.32	CI94256
		Contraction Baskets for 255mm Pvmt.
0227	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	6,039.66	12791
		Epoxpy Coated Re-steel For Pvmt. Approach
0235	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Adjustment	-24.59	11869E
		Threaded Rebar & Coupler W/ Flange
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,257.64	10359E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-2,314.78	11869E
		Epoxpy Coated Re-steel
		Total for estimate 0034:	-13,768.67
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0176	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-13,351.74	12117E
		Epoxy Coated Re-Stee For Pvmt. Approach
		S.P. Adjustment	-2,109.50	11991`
		Epoxy Coated Re-Stee For Pvmt. Approach
0227	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-1,154.31	11869E
		Epoxpy Coated Re-steel For Pvmt. Approach
		S.P. Closure	-6,039.66	12791
		Epoxpy Coated Re-steel For Pvmt. Approach
		S.P. Initial Payment	12,369.93	12791
		Epoxpy Coated Re-steel For Pvmt. Approach
0235	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Adjustment	-20.73	11869E
		Threaded Rebar & Coupler W/ Flange
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,254.17	11869E
		Epoxpy Coated Re-steel
		S.P. Initial Payment	5,740.95	11870E
		Epoxpy Coated Re-steel
		Total for estimate 0035:	-7,819.23
Est Nbr:	0036
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-6,130.05	CI94256
		Contraction Baskets for 255mm Pvmt.
0232	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-178.90	8738
		ELASTOMERTIC BEARING BOLTS
0233	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-178.90	8738
		EXPANSION BEARING TFE TYPE BOLTS
		Total for estimate 0036:	-6,487.85
Est Nbr:	0037
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0134	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-4.42	101092
		CAST IRON GRATES & FRAMES
0159	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-56.24	8715 B
		Re-steel for Inlets
0227	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-2,184.17	11869E
		Epoxpy Coated Re-steel For Pvmt. Approach
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-9,940.63	11869E
		Epoxpy Coated Re-steel
		S.P. Adjustment	-5,740.95	11870E
		Epoxpy Coated Re-steel
0284	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-715.43	8738
		ELASTOMERTIC BEARING BOLTS
0285	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-178.89	8738
		EXPANSION BEARING TFE TYPE BOLTS
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,633.25	10597 E
		Epoxy Coated Re-Steel
0394	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	1,259.68	0-1`43-c
		250mm x 62kg pling
0418	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-169.00	9895617
		Covers & Frames PB-1
0420	A001.06	PULL BOX, TYPE PB-2A
		S.P. Adjustment	-203.00	98956
		Covers & Frames, PB-2A
		Total for estimate 0037:	-20,566.30
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0030	1600.00	MONITORING INSTRUMENTATION
		S.P. Adjustment	-7,716.40	001
		Geotechnical Instrumentation
0134	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-5,043.22	101092
		CAST IRON GRATES & FRAMES
0159	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-53.43	8715 B
		Re-steel for Inlets
0227	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-982.39	11869E
		Epoxpy Coated Re-steel For Pvmt. Approach
0235	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Adjustment	45.33	11869E
		Threaded Rebar & Coupler W/ Flange
0248	6610.45	STRIP SEALS
		S.P. Adjustment	-6,210.08	19428
		STRIP SEAL
0284	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-357.71	8738
		ELASTOMERTIC BEARING BOLTS
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,393.14	10597 E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	11,385.22	13762E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	11,809.56	13763E
		Epoxy Coated Re-Steel
0394	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-3,708.31	0-1`43-c
		250mm x 62kg pling
0421	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-255.65	183764
		Pull Box, Type 5
0437	A009.90	STREET LIGHTING UNIT, TYPE SL-S-13.7-0.3 & 0.3-0.20
		S.P. Adjustment	-437.39	1847404
		St. Lighting unit Sl-s-13.7-0.3 & 0.3-0.20
		S.P. Adjustment	-9,918.00	183297-2
		ST.LIGHTING UNIT SL-S-13.7-0.3&0.3-0.20
0457	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Adjustment	-1,569.67	184369
		STREET LIGHTING CABLE. #6 USE
0484	0003.58	INERTIAL BARRIER SYSTEM
		S.P. Adjustment	-3,106.00	43112
		Inertial Barrier System
		Total for estimate 0038:	-17,511.28
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3025.00	CONCRETE CLASS 47BD-30 MEDIAN BARRIER
		S.P. Adjustment	-290.72	8663E
		epoxy resteel
0176	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-4,312.34	11991`
		Epoxy Coated Re-Stee For Pvmt. Approach
0279	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-1,657.77	12006E
		Epoxy Coated Re-steel For Pvmt. Approach
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-798.09	10597 E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-6,554.62	12006E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-5,400.49	13762E
		Epoxy Coated Re-Steel
		Total for estimate 0039:	-19,014.03
Est Nbr:	0040
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0033	4094.50	TEMPORARY WALL
		S.P. Initial Payment	38,985.55	35459
		Temporary Wall
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Closure	0.00	14019E
		Epoxy Coated Re-Steel
0418	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-338.00	9895617
		Covers & Frames PB-1
0421	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-191.74	183764
		Pull Box, Type 5
0434	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-227.90	183764
		St. Lighting unit SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-5,565.00	183297-2
		St. lighting unit SL-BT-12.2-0.3-0.20
0435	A008.75	STREET LIGHTING UNIT, TYPE SL-S-12.2-0.3-0.20
		S.P. Adjustment	-1,688.00	183297-2
		St.lighting unit SL-S-12.2-0.3-0.0.20.
		Total for estimate 0040:	30,974.91
Est Nbr:	0041
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0232	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	9,950.27	E20871
		ELASTOMERTIC BEARING BOLTS
		S.P. Initial Payment	7,609.03	E20962
		ELASTOMERTIC BEARING BOLTS
0279	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-228.84	12006E
		Epoxy Coated Re-steel For Pvmt. Approach
0284	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	18,781.62	E20871
		ELASTOMERTIC BEARING BOLTS
		S.P. Initial Payment	13,725.03	E20871
		ELASTOMERTIC BEARING BOLTS
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-5,984.73	13762E
		Epoxy Coated Re-Steel
		S.P. Closure	-11,809.56	13763E
		Epoxy Coated Re-Steel
		S.P. Closure	0.00	13836E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	12,119.85	13833E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-12,119.85	13833E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	12,091.48	13832E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-9,330.75	13832E
		Epoxy Coated Re-Steel
		S.P. Closure	0.00	14019E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	27,435.33	14019E
		Epoxy Coated Re-Steel
0392	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-816.79	6760E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-816.79	11995E
		EPOXY COATED RE-STEEL
		Total for estimate 0041:	60,605.30
Est Nbr:	0043
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0233	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	3,266.25	E17137
		EXPANISON BEARING, TFE TYPE
0285	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	3,113.52	E20788
		EXPANISON BEARING, TFE TYPE
0291	6100.00	FLOOR DRAINS
		S.P. Initial Payment	700.00	23003-1
		FLOOR DRAINS
0389	6100.00	FLOOR DRAINS
		S.P. Initial Payment	9,975.00	23003-1
		FLOOR DRAINS
0418	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-169.00	9895617
		Covers & Frames PB-1
0428	A006.83	PEDESTAL POLE, TYPE PP-3.7
		S.P. Adjustment	-264.00	15061
		Pedestal Pole, Type PP-3.7
0432	A007.08	VEHICLE DETECTOR, TYPE TD-3
		S.P. Adjustment	-140.00	15061
		Vehicle Detector,Type TD-3
0434	A008.73	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-91.16	183764
		St. Lighting unit SL-BT-12.2-0.3-0.20
		S.P. Adjustment	-2,226.00	183297-2
		St. lighting unit SL-BT-12.2-0.3-0.20
		Total for estimate 0043:	14,164.61
Est Nbr:	0044
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0033	4094.50	TEMPORARY WALL
		S.P. Adjustment	-17,947.64	35459
		Temporary Wall
0227	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	5,580.59	E15095
		Epoxpy Coated Re-steel For Pvmt. Approach
0232	6005.60	ELASTOMERIC BEARING
		S.P. Closure	0.00	E20788
		ELASTOMERTIC BEARING BOLTS
		S.P. Initial Payment	11,706.20	E20788
		ELASTOMERTIC BEARING BOLTS
0233	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	3,266.25	E20788
		EXPANISON BEARING, TFE TYPE
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	4,785.76	E15095
		Epoxpy Coated Re-steel
0285	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	3,891.90	E20788
		EXPANISON BEARING, TFE TYPE
0372	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	1,869.84	E15095
		EPOXY COATED RE-STEEL FOR PVMT. APPR.
0382	6005.60	ELASTOMERIC BEARING
		S.P. Closure	-6,798.40	E18717
		ELASTOMERIC BEARING
		S.P. Closure	-357.80	8738
		ELASTOMERTIC BEARING BOLTS
		S.P. Initial Payment	8,093.40	e17137
		ELASTOMERIC BEARING
		Total for estimate 0044:	14,090.10
Est Nbr:	0045
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0092	8029.84	BITUMINOUS FOUNDATION COURSE 100 mm
		S.P. Initial Payment	32,240.77	0006C01
		BIT. FOUNDATION COURSE 100mm
0177	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	15,506.29	35771
		CONCRETE FACE PANELS
0373	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	7,246.23	35771
		CONCRETE FACE PANELS
		Total for estimate 0045:	54,993.29
Est Nbr:	0046
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0373	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	18,351.24	35919
		CONCRETE FACE PANELS
		Total for estimate 0046:	18,351.24
Est Nbr:	0047
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,762.26	E15095
		Epoxpy Coated Re-steel
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	11,417.06	15224E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	12,822.63	1522E
		Epoxy Coated Re-Steel
		Total for estimate 0047:	22,477.43
Est Nbr:	0048
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,023.50	E15095
		Epoxpy Coated Re-steel
		Total for estimate 0048:	-3,023.50
Est Nbr:	0049
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,760.73	13832E
		Epoxy Coated Re-Steel
		S.P. Adjustment	-1,288.52	14019E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	1,277.05	1522E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	1,294.99	16373
		Epoxy Coated Re-Steel
		S.P. Initial Payment	12,957.51	16354
		Epoxy Coated Re-Steel
		Total for estimate 0049:	11,480.30
Est Nbr:	0050
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0134	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-9,476.48	101092
		CAST IRON GRATES & FRAMES
0159	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-200.05	8715 B
		Re-steel for Inlets
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,943.40	14019E
		Epoxy Coated Re-Steel
0373	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	19,572.65	36202
		CONCRETE FACE PANELS
		Total for estimate 0050:	4,952.72
Est Nbr:	0051
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-14,501.23	14019E
		Epoxy Coated Re-Steel
		Total for estimate 0051:	-14,501.23
Est Nbr:	0052
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0239	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	3,660.96	16996E
		Epoxpy Coated Re-steel
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,336.14	14019E
		Epoxy Coated Re-Steel
		S.P. Initial Payment	5,921.56	16996E
		Epoxy Coated Re-Steel
0296	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	2,675.35	2-83-C
		HP 250 mm X 62 kg SREEL PILING
0297	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	16,115.84	2-83- C
		Hp 310 mm X 79kg STEEL PILING
		S.P. Adjustment	-16,115.84	2-83- C
		Hp 310 mm X 79kg STEEL PILING
0373	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	6,367.78	36202
		CONCRETE FACE PANELS
0398	6401.00	PEDESTRIAN BARRIER RAIL
		S.P. Initial Payment	21,700.00	23003-2
		PEDESTRIAN BARRIER RAIL
		Total for estimate 0052:	38,989.51
		Total remaining for contract:	592,256.59

			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 L006.50	400.00	13.000	5,200.00
TEMPORARY SEEDING	ha	13.000	5,200.00
		12.734	5,093.60
		0.000	0.00

0002 L020.00	1.50	5,670.000	8,505.00
EROSION CONTROL	m2	5,670.000	8,505.00
		0.000	0.00
		0.000	0.00

0003 L020.01	5.50	5,639.000	31,014.50
EROSION CONTROL, TYPE A	m2	5,639.000	31,014.50
		5,083.742	27,960.58
		0.000	0.00

0004 L020.10	1.70	2,727.000	4,635.90
EROSION CONTROL, TYPE HV	m2	2,727.000	4,635.90
		1,779.380	3,024.95
		534.180	908.11

0005 L021.01	16.50	549.000	9,058.50
EROSION CHECKS, TYPE A	BALE	549.000	9,058.50
		264.000	4,356.00
		0.000	0.00

0006 L021.06	16.00	98.000	1,568.00
EROSION CHECKS, TYPE HV	BALE	98.000	1,568.00
		53.000	848.00
		0.000	0.00

0007 L021.15	20.00	148.000	2,960.00
EROSION CHECKS, TYPE ST-HV	BALE	148.000	2,960.00
		0.000	0.00
		0.000	0.00

0008 L022.00	7.50	154.000	1,155.00
FABRIC SILT CHECKS	m	154.000	1,155.00
		0.000	0.00
		0.000	0.00

0009 L022.11	9.50	2,995.000	28,452.50
FABRIC SILT FENCE-LOW POROSITY	m	2,995.000	28,452.50
		1,015.981	9,651.82
		0.000	0.00

0010 L022.12	10.90	320.300	3,491.27
FABRIC SILT FENCE-HIGH POROSITY	m	320.300	3,491.27
		24.320	265.09
		0.000	0.00

0011 L022.13	11.10	102.000	1,132.20
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	m	102.000	1,132.20
		0.000	0.00
		0.000	0.00

0012 L022.14	11.00	58.800	646.80
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	58.800	646.80
		36.900	405.90
		0.000	0.00

0013 L022.24	11.50	299.600	3,445.40
FABRIC SILT FENCE-WP-WW-HIGH POROSITY	m	299.600	3,445.40
		0.000	0.00
		0.000	0.00

0014 0030.10	86,100.00	1.000	86,100.00
MOBILIZATION	LS	1.000	86,100.00
		1.000	86,100.00
		0.000	0.00

0015 1009.00	150,000.00	1.000	150,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	150,000.00
		1.000	150,000.00
		0.000	0.00

0016 1010.00	2.40	212,689.000	510,453.60
EXCAVATION	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0017 1010.01	2.50	28,680.000	71,700.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	28,680.000	71,700.00
		9,130.000	22,825.00
		0.000	0.00

0018 1010.10	2.80	571,076.000	1,599,012.80
EXCAVATION, BORROW	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0019 1011.00	2.20	16,100.000	35,420.00
WATER	kL	16,100.000	35,420.00
		0.000	0.00
		0.000	0.00

0020 1012.00	110.00	18.000	1,980.00
RIGHT-OF-WAY MARKERS	EACH	18.000	1,980.00
		13.000	1,430.00
		0.000	0.00

0021 1043.50	2.30	6,802.000	15,644.60
RIPRAP FILTER FABRIC	m2	6,802.000	15,644.60
		4,457.050	10,251.22
		0.000	0.00

0022 1101.00	4.30	24,743.000	106,394.90
REMOVE PAVEMENT	m2	24,743.000	106,394.90
		25,764.846	110,788.84
		0.000	0.00

0023 1101.25	8.20	877.000	7,191.40
SAWING PAVEMENT	m	877.000	7,191.40
		880.900	7,223.38
		0.000	0.00

0024 1102.00	2.70	10,916.000	29,473.20
REMOVE ASPHALT SURFACE	m2	10,916.000	29,473.20
		0.000	0.00
		0.000	0.00

0025 1106.00	5.00	252.000	1,260.00
REMOVE DRIVEWAY	m2	252.000	1,260.00
		253.000	1,265.00
		0.000	0.00

0026 1120.00	3,000.00	1.000	3,000.00
REMOVE DISCHARGE STRUCTURE	EACH	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0027 1121.00	1,000.00	1.000	1,000.00
REMOVE CONCRETE FLUME	EACH	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00

0028 1125.00	12,000.00	1.000	12,000.00
CLEAR TRACT	EACH	1.000	12,000.00
AT STA. 4+50 TO STA. 8+65 LT. & RT.		1.000	12,000.00
		0.000	0.00

0029 1125.01	3,000.00	1.000	3,000.00
CLEAR TRACT	EACH	1.000	3,000.00
AT STA. 12+57 TO STA. 13+48 LT.		1.000	3,000.00
		0.000	0.00

0030 1600.00	83,400.00	1.000	83,400.00
MONITORING INSTRUMENTATION	LS	1.000	83,400.00
		0.920	76,728.00
		0.000	0.00

0031 1701.18	64.00	113.500	7,264.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	113.500	7,264.00
		110.060	7,043.84
		0.000	0.00

0032 1701.24	79.00	23.000	1,817.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	23.000	1,817.00
		23.165	1,830.04
		0.000	0.00

0033 4094.50	35.00	1,668.000	58,380.00
TEMPORARY WALL	m2	1,668.000	58,380.00
		398.217	13,937.60
		0.000	0.00

0034 4763.75	1.00	80,564.000	80,564.00
WICK DRAIN	m	80,564.000	80,564.00
		67,818.000	67,818.00
		0.000	0.00

0035 4764.04	21.20	173.000	3,667.60
100 mm NONPERFORATED P.V.C. PIPE UNDERDRAIN	m	173.000	3,667.60
		146.000	3,095.20
		0.000	0.00

0036 4764.54	21.20	1,526.000	32,351.20
100 mm PERFORATED P.V.C. PIPE UNDERDRAIN	m	1,526.000	32,351.20
		1,653.520	35,054.62
		0.000	0.00

0037 6040.03	4,600.00	1.000	4,600.00
REMOVE STRUCTURE	EACH	1.000	4,600.00
AT STA. 354+74.128 RT.		1.000	4,600.00
		0.000	0.00

0038 6105.01	21.90	1,925.000	42,157.50
ROCK RIPRAP, TYPE A	Mg	1,925.000	42,157.50
		759.430	16,631.52
		0.000	0.00

0039 6105.02	20.40	2,747.000	56,038.80
ROCK RIPRAP, TYPE B	Mg	2,747.000	56,038.80
		1,659.290	33,849.52
		0.000	0.00

0040 6105.03	22.70	4,308.000	97,791.60
ROCK RIPRAP, TYPE C	Mg	4,308.000	97,791.60
		2,853.937	64,784.37
		0.000	0.00

0041 7017.00	9.40	414.000	3,891.60
REMOVE GUARDRAIL	m	414.000	3,891.60
		414.000	3,891.60
		0.000	0.00

0042 8093.00	12.10	5,202.000	62,944.20
SAND BLANKET	m3	5,202.000	62,944.20
		5,202.000	62,944.20
		0.000	0.00

0043 9110.01	120.00	80.000	9,600.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	80.000	9,600.00
		54.000	6,480.00
		0.000	0.00

0044 9110.03	100.00	80.000	8,000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	80.000	8,000.00
		3.000	300.00
		0.000	0.00

0045 9110.07	100.00	80.000	8,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	80.000	8,000.00
		1.000	100.00
		0.000	0.00

1600 3970.10	474.60	0.000	0.00
MATERIALS	LS	1.000	474.60
		1.000	474.60
		0.000	0.00

4001 1010.01	2.40	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	212,689.000	510,453.60
		212,689.000	510,453.60
		0.000	0.00

4002 1010.10	2.80	0.000	0.00
EXCAVATION, BORROW	m3	571,076.000	1,599,012.80
Established Quantity		571,075.999	1,599,012.80
		0.000	0.00

4005 1600.00	981.75	0.000	0.00
MONITORING INSTRUMENTATION	LS	1.000	981.75
		1.000	981.75
		0.000	0.00

4006 1900.01	1.00	0.000	0.00
FUEL COST ADJUSTMENT	m3	1,000.000	1,000.00
Spec. prov. for Items #4001,17, 4002, 4003.		9,825.890	9,825.89
		0.000	0.00

4029 3970.00	3,000.00	0.000	0.00
RELOCATION	LS	1.000	3,000.00
Inclinometer #I-18 Sta 354 + 12		1.000	3,000.00
		0.000	0.00

4034 L999.10	525.00	0.000	0.00
TREE	EACH	1.000	525.00
Remove tree over 48"		1.000	525.00
		0.000	0.00

4037 1010.97	4,630.50	0.000	0.00
REGRADE	EACH	1.000	4,630.50
		1.000	4,630.50
		0.000	0.00

GROUP 1 GRADING		Contracted	3,295,363.07
		Current	3,305,974.92
		In place	2,988,482.03
		This Estimate	908.11

GROUP 1A GRADING
0046 0030.10	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00

0047 1010.00	5.20	4,100.000	21,320.00
EXCAVATION	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0048 1043.50	1.60	1,078.000	1,724.80
RIPRAP FILTER FABRIC	m2	1,078.000	1,724.80
		1,078.000	1,724.80
		0.000	0.00

0049 1060.01	150.00	270.000	40,500.00
GABION, TYPE A	EACH	270.000	40,500.00
		222.000	33,300.00
		0.000	0.00

0050 1060.02	190.00	90.000	17,100.00
GABION, TYPE B	EACH	90.000	17,100.00
		89.000	16,910.00
		0.000	0.00

0051 1060.03	220.00	90.000	19,800.00
GABION, TYPE C	EACH	90.000	19,800.00
		116.000	25,520.00
		0.000	0.00

0052 1060.07	150.00	90.000	13,500.00
GABION, TYPE G	EACH	90.000	13,500.00
		89.000	13,350.00
		0.000	0.00

0053 1060.10	160.00	270.000	43,200.00
GABION, TYPE SI	EACH	270.000	43,200.00
		268.000	42,880.00
		0.000	0.00

0054 6004.00	10.90	660.000	7,194.00
SAND FILL	m3	660.000	7,194.00
		660.000	7,194.00
		0.000	0.00

4003 1010.01	5.20	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	4,100.000	21,320.00
		4,100.000	21,320.00
		0.000	0.00

4028 4115.25	116.88	0.000	0.00
CLASS 47B-20 CONCRETE	m3	4.000	467.52
For additional erosion protection		4.000	467.52
		0.000	0.00

4032 1009.98	27,692.57	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITIES)	LS	1.000	27,692.57
		1.000	27,692.57
		0.000	0.00

4033 6105.02	23.10	0.000	0.00
ROCK RIPRAP, TYPE B	Mg	595.120	13,747.27
		595.120	13,747.27
		0.000	0.00

GROUP 1A GRADING		Contracted	165,338.80
		Current	207,246.16
		In place	205,106.16
		This Estimate	0.00

GROUP 3 CONCRETE PAVEMENT
0055 A069.15	9.50	1,473.240	13,995.78
38 mm CONDUIT IN MEDIAN BARRIER	m	1,473.240	13,995.78
		450.000	4,275.00
		0.000	0.00

0056 0002.61	30.00	108.000	3,240.00
PLOWABLE PAVEMENT MARKER	EACH	108.000	3,240.00
		0.000	0.00
		0.000	0.00

0057 0030.30	75,000.00	1.000	75,000.00
MOBILIZATION	LS	1.000	75,000.00
		1.000	75,000.00
		0.000	0.00

0058 1020.01	14.00	111.000	1,554.00
DELINEATOR, TYPE I	EACH	111.000	1,554.00
		0.000	0.00
		0.000	0.00

0059 1020.02	18.00	36.000	648.00
DELINEATOR, TYPE II	EACH	36.000	648.00
		0.000	0.00
		0.000	0.00

0060 2010.03	20.73	25.000	518.25
CRUSHED ROCK SURFACE COURSE	Mg	25.000	518.25
		0.000	0.00
		0.000	0.00

0061 2021.00	52.97	10.000	529.70
MAILBOX POST	EACH	10.000	529.70
		12.000	635.64
		0.000	0.00

0062 3008.05	6.93	578.000	4,005.54
TIE BARS	EACH	578.000	4,005.54
		572.000	3,963.96
		0.000	0.00

0063 3013.13	115.00	16.820	1,934.30
CONCRETE CLASS 47BD-30 BARRIER CURB	m	16.820	1,934.30
		0.000	0.00
		0.000	0.00

0064 3013.14	130.00	151.600	19,708.00
CONCRETE CLASS 47BD-30 BARRIER CURB	m	151.600	19,708.00
TYPE II		69.494	9,034.22
		0.000	0.00

0065 3013.25	2,000.00	4.000	8,000.00
CONCRETE CLASS 47BD-30 BARRIER TERMINAL SECTION	EACH	4.000	8,000.00
		4.000	8,000.00
		0.000	0.00

0066 3013.26	2,000.00	4.000	8,000.00
CONCRETE CLASS 47BD-30 BARRIER TERMINAL SECTION	EACH	4.000	8,000.00
TYPE II		2.000	4,000.00
		0.000	0.00

0067 3013.80	15,000.00	1.000	15,000.00
SPECIAL CONCRETE CLASS 47BD-30 MEDIAN BARRIER	EACH	1.000	15,000.00
		0.000	0.00
		0.000	0.00

0068 3016.21	26.00	1,945.000	50,570.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	1,945.000	50,570.00
		1,602.248	41,658.45
		0.000	0.00

0069 3016.62	35.00	450.000	15,750.00
155 mm CONCRETE CLASS 47B-20 BIKEWAY	m2	450.000	15,750.00
		0.000	0.00
		0.000	0.00

0070 3017.40	28.00	5,521.000	154,588.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	5,521.000	154,588.00
		3,700.592	103,616.57
		0.000	0.00

0071 3020.26	100.00	20.000	2,000.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	20.000	2,000.00
		0.000	0.00
		0.000	0.00

0072 3025.00	135.00	1,473.240	198,887.40
CONCRETE CLASS 47BD-30 MEDIAN BARRIER	m	1,473.240	198,887.40
		502.200	67,797.00
		0.000	0.00

0073 3027.00	5,000.00	3.000	15,000.00
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	3.000	15,000.00
		1.000	5,000.00
		0.000	0.00

0074 3075.41	26.87	23,916.000	642,622.92
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	23,916.000	642,622.92
		19,479.061	523,402.37
		0.000	0.00

0075 3075.51	26.87	19,025.000	511,201.75
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	19,025.000	511,201.75
		6,483.863	174,221.39
		0.000	0.00

0076 3075.55	30.36	30,535.000	927,042.60
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	30,535.000	927,042.60
		11,820.695	358,876.30
		0.000	0.00

0077 4024.59	1,918.40	2.000	3,836.80
CONCRETE FLUME	EACH	2.000	3,836.80
		0.000	0.00
		0.000	0.00

0078 4763.26	105.68	12.000	1,268.16
UNDERDRAIN HEADWALL	EACH	12.000	1,268.16
		0.000	0.00
		0.000	0.00

0079 4764.34	12.60	120.000	1,512.00
100 mm NONPERFORATED PIPE UNDERDRAIN	m	120.000	1,512.00
		0.000	0.00
		0.000	0.00

0080 4764.35	11.71	3,576.000	41,874.96
100 mm PERFORATED PIPE UNDERDRAIN	m	3,576.000	41,874.96
		2,415.009	28,279.76
		0.000	0.00

0081 6406.00	109.00	100.000	10,900.00
PEDESTRIAN HANDRAIL	m	100.000	10,900.00
		0.000	0.00
		0.000	0.00

0082 7500.27	280.00	4.000	1,120.00
WRONG WAY ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	4.000	1,120.00
		0.000	0.00
		0.000	0.00

0083 7500.32	220.00	8.000	1,760.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	8.000	1,760.00
		0.000	0.00
		0.000	0.00

0084 7500.38	230.00	4.000	920.00
ONLY, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	4.000	920.00
		0.000	0.00
		0.000	0.00

0085 7502.14	8.00	3,130.000	25,040.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	3,130.000	25,040.00
		0.000	0.00
		0.000	0.00

0086 7508.14	25.00	700.000	17,500.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	700.000	17,500.00
		0.000	0.00
		0.000	0.00

0087 7512.14	65.00	50.000	3,250.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	50.000	3,250.00
		0.000	0.00
		0.000	0.00

0088 7550.03	2.70	5,600.000	15,120.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	5,600.000	15,120.00
		0.000	0.00
		0.000	0.00

0089 7550.04	2.70	5,300.000	14,310.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	5,300.000	14,310.00
		0.000	0.00
		0.000	0.00

0090 8029.00	5.71	12,487.000	71,300.77
AGGREGATE FOUNDATION COURSE	m2	12,487.000	71,300.77
125 mm		0.000	0.00
		0.000	0.00

0091 8029.04	3.97	42,277.000	167,839.69
AGGREGATE FOUNDATION COURSE 100 mm	m2	42,277.000	167,839.69
		0.000	0.00
		0.000	0.00

0092 8029.84	2.34	18,712.000	43,786.08
BITUMINOUS FOUNDATION COURSE 100 mm	m2	18,712.000	43,786.08
		31,348.437	73,355.34
		0.000	0.00

0093 8060.05	116.74	18.000	2,101.32
GRANULAR SUBDRAIN	EACH	18.000	2,101.32
		8.000	933.92
		0.000	0.00

0094 8111.00	500.00	24.585	12,292.50
SHOULDER SUBGRADE PREPARATION	StaM	24.585	12,292.50
		11.844	5,922.00
		0.000	0.00

0095 9005.30	30.00	17,090.000	512,700.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	17,090.000	512,700.00
		8,227.140	246,814.20
		0.000	0.00

0096 9009.00	6.50	711.000	4,621.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	711.000	4,621.50
		0.000	0.00
		0.000	0.00

0097 9021.03	215.00	888.680	191,066.20
PERFORMANCE GRADED BINDER (58-28)	Mg	888.680	191,066.20
		363.513	78,155.30
		0.000	0.00

0098 9030.00	25.00	403.300	10,082.50
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	403.300	10,082.50
		181.800	4,545.00
		0.000	0.00

0099 9034.00	6.00	731.000	4,386.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	731.000	4,386.00
		0.000	0.00
		0.000	0.00

0100 9053.00	0.50	13,890.000	6,945.00
TACK COAT	L	13,890.000	6,945.00
		3,545.118	1,772.56
		0.000	0.00

0101 9111.00	3.25	1,725.000	5,606.25
WATER	kL	1,725.000	5,606.25
		0.000	0.00
		0.000	0.00

0102 9140.00	150.00	24.585	3,687.75
JOINT SEALING - ASPHALT TO CONCRETE	StaM	24.585	3,687.75
		15.693	2,353.95
		0.000	0.00

0103 9170.00	850.00	82.316	69,968.60
EARTH SHOULDER CONSTRUCTION	StaM	82.316	69,968.60
		32.926	27,987.10
		0.000	0.00

0104 9173.20	1.28	102,628.000	131,363.84
SUBGRADE PREPARATION	m2	102,628.000	131,363.84
		40,240.676	51,508.06
		0.000	0.00

0105 9179.24	2,000.00	14.902	29,804.00
COLD MILLING, CLASS 4	StaM	14.902	29,804.00
		16.121	32,242.00
		0.000	0.00

0106 9179.34	3.30	11,068.000	36,524.40
COLD MILLING, CLASS 4	m2	11,068.000	36,524.40
		9,243.595	30,503.87
		0.000	0.00

0107 9185.75	229.00	27.360	6,265.44
RUMBLE STRIPS	StaM	27.360	6,265.44
		0.000	0.00
		0.000	0.00

0108 9188.50	40.00	1,863.000	74,520.00
SURFACING UNDER GUARDRAIL	m2	1,863.000	74,520.00
		575.164	23,006.56
		0.000	0.00

0109 9300.01	25.00	4.000	100.00
ASPHALT CONCRETE THICKNESS CORE	EACH	4.000	100.00
		0.000	0.00
		0.000	0.00

4025 3980.00	9,923.23	0.000	0.00
SHOULDER REPAIR	LS	1.000	9,923.23
		1.000	9,923.23
		0.000	0.00

4030 1800.01	5,500.00	0.000	0.00
RELOCATE	LS	1.000	5,500.00
		1.000	5,500.00
		0.000	0.00

4036 3220.03	46.54	0.000	0.00
CONCRETE PAVEMENT, CLASS "PR"	m2	15.560	724.16
		15.560	724.16
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	4,193,170.00
		Current	4,209,317.39
		In place	2,003,007.91
		This Estimate	0.00

GROUP 4 CULVERTS
0110 P120.48	220.71	62.500	13,794.38
1200 mm CULVERT PIPE, TYPE 2	m	62.500	13,794.38
		64.300	14,191.65
		0.000	0.00

0111 P120.54	262.81	62.500	16,425.63
1350 mm CULVERT PIPE, TYPE 2	m	62.500	16,425.63
		61.000	16,031.41
		0.000	0.00

0112 P128.48	239.85	32.000	7,675.20
1200 mm CULVERT PIPE, TYPE 2 CLASS IV	m	32.000	7,675.20
		0.000	0.00
		0.000	0.00

0113 P128.54	303.24	26.000	7,884.24
1350 mm CULVERT PIPE, TYPE 2 CLASS IV	m	26.000	7,884.24
		2.440	739.91
		0.000	0.00

0114 P150.18	157.42	10.000	1,574.20
450 mm CULVERT PIPE, TYPE 5	m	10.000	1,574.20
		10.000	1,574.20
		0.000	0.00

0115 P150.36	203.82	42.500	8,662.35
900 mm CULVERT PIPE, TYPE 5	m	42.500	8,662.35
		42.500	8,662.35
		0.000	0.00

0116 P150.48	383.51	60.000	23,010.60
1200 mm CULVERT PIPE, TYPE 5	m	60.000	23,010.60
		60.000	23,010.60
		0.000	0.00

0117 P200.48	223.17	30.000	6,695.10
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	30.000	6,695.10
		30.000	6,695.10
		0.000	0.00

0118 P300.18	83.04	26.500	2,200.56
450 mm CULVERT PIPE, TYPE 3,4 OR 5	m	26.500	2,200.56
		26.500	2,200.56
		0.000	0.00

0119 P300.24	110.36	7.000	772.52
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	7.000	772.52
		0.000	0.00
		0.000	0.00

0120 P400.18	69.59	389.000	27,070.51
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	389.000	27,070.51
		376.622	26,209.13
		0.000	0.00

0121 P402.24	110.36	23.000	2,538.28
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	23.000	2,538.28
		27.471	3,031.70
		0.000	0.00

0122 P700.15	63.96	37.100	2,372.92
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	37.100	2,372.92
		30.865	1,974.13
		0.000	0.00

0123 P700.18	69.59	392.000	27,279.28
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	392.000	27,279.28
		274.453	19,099.18
		3.600	250.52

0124 P700.24	89.40	320.200	28,625.88
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	350.200	31,307.88
		346.628	30,988.54
		0.000	0.00

0125 P700.30	113.91	32.500	3,702.08
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	32.500	3,702.08
		34.767	3,960.30
		0.000	0.00

0126 P700.36	161.33	99.100	15,987.80
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	99.100	15,987.80
		99.100	15,987.81
		0.000	0.00

0127 P702.42	185.34	182.600	33,843.08
1050 mm STORM SEWER PIPE, TYPE 1	m	182.600	33,843.08
		182.600	33,843.08
		0.000	0.00

0128 P702.48	230.57	94.800	21,858.04
1200 mm STORM SEWER PIPE, TYPE 1	m	94.800	21,858.04
		110.630	25,507.96
		0.000	0.00

0129 0030.40	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00

0130 1117.00	530.83	1.000	530.83
REMOVE MANHOLE	EACH	1.000	530.83
		1.000	530.83
		0.000	0.00

0131 1119.00	455.62	7.000	3,189.34
REMOVE INLET	EACH	7.000	3,189.34
		7.000	3,189.34
		0.000	0.00

0132 4002.00	2.49	855.000	2,128.95
CAST IRON COVER AND FRAME	kg	855.000	2,128.95
		0.000	0.00
		0.000	0.00

0133 4003.00	2.34	1,578.000	3,692.52
CAST IRON COVER, FRAME, AND FLANGE	kg	1,578.000	3,692.52
		0.000	0.00
		0.000	0.00

0134 4004.50	2.66	17,609.000	46,839.94
CAST IRON GRATE AND FRAME	kg	17,609.000	46,839.94
		6,578.000	17,497.48
		0.000	0.00

0135 4005.00	1.90	468.000	889.20
CAST IRON RING AND COVER	kg	624.000	1,185.60
		314.000	596.60
		0.000	0.00

0136 4016.00	2,142.94	1.000	2,142.94
MANHOLE	EACH	1.000	2,142.94
AT STA. 4+26.7 LT.		0.000	0.00
		0.000	0.00

0137 4016.01	2,142.94	1.000	2,142.94
MANHOLE	EACH	1.000	2,142.94
AT STA. 5+21.8 LT.		0.000	0.00
		0.000	0.00

0138 4016.02	2,218.15	1.000	2,218.15
MANHOLE	EACH	1.000	2,218.15
AT STA. 5+73.5 LT.		0.000	0.00
		0.000	0.00

0139 4016.03	2,114.60	1.000	2,114.60
MANHOLE	EACH	1.000	2,114.60
AT STA. 10+49.34		0.000	0.00
		0.000	0.00

0140 4016.04	4,510.42	1.000	4,510.42
MANHOLE	EACH	1.000	4,510.42
AT STA. 348+70-35.22 m LT.		1.000	4,510.42
		0.000	0.00

0141 4016.05	2,677.04	1.000	2,677.04
MANHOLE	EACH	1.000	2,677.04
AT STA. 348+70-29.886 m RT.		1.000	2,677.04
		0.000	0.00

0142 4016.06	6,703.50	1.000	6,703.50
MANHOLE	EACH	1.000	6,703.50
AT STA. 349+52.5-34.586 m LT.		1.000	6,703.50
		0.000	0.00

0143 4016.07	2,472.12	1.000	2,472.12
MANHOLE	EACH	1.000	2,472.12
AT STA. 349+52.5-16.6 m LT.		0.000	0.00
		0.000	0.00

0144 4016.08	3,069.44	1.000	3,069.44
MANHOLE	EACH	1.000	3,069.44
AT STA. 351+82		1.000	3,069.44
		0.000	0.00

0145 4018.50	490.50	2.000	981.00
TAPPING EXISTING PIPE	EACH	2.000	981.00
		0.000	0.00
		0.000	0.00

0146 4035.00	245.25	1.000	245.25
REMOVE FLARED-END SECTION	EACH	1.000	245.25
		1.000	245.25
		0.000	0.00

0147 4035.25	329.73	1.000	329.73
REMOVE AND SALVAGE FLARED-END SECTION	EACH	1.000	329.73
		1.000	329.73
		0.000	0.00

0148 4040.00	421.83	8.000	3,374.64
REMOVE HEADWALLS FROM CULVERTS	EACH	8.000	3,374.64
		6.000	2,530.98
		0.000	0.00

0149 4043.50	44.80	19.400	869.12
REMOVE SEWER PIPE	m	19.400	869.12
		39.220	1,757.06
		0.000	0.00

0150 4049.75	2,283.55	3.000	6,850.65
OUTLET STRUCTURE	EACH	3.000	6,850.65
		3.000	6,850.65
		0.000	0.00

0151 4050.01	9.60	3,530.000	33,888.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	3,530.000	33,888.00
		3,382.000	32,467.20
		0.000	0.00

0152 4051.01	67.15	548.000	36,798.20
EXCAVATION FOR BOX CULVERTS	m3	548.000	36,798.20
		548.000	36,798.20
		0.000	0.00

0153 4101.06	429.97	231.350	99,473.56
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	231.350	99,473.56
		231.350	99,473.57
		0.000	0.00

0154 4105.59	563.11	164.960	92,890.63
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	164.960	92,890.63
		51.740	29,135.31
		0.000	0.00

0155 4107.07	1,071.47	0.640	685.74
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.640	685.74
		2.615	2,801.89
		0.000	0.00

0156 4120.06	689.97	2.100	1,448.94
CLASS 47B-20 OR AX-20 FOR CONCRETE BOX CULVERT PLUG	m3	2.100	1,448.94
		0.000	0.00
		0.000	0.00

0157 4130.06	1,071.47	0.860	921.46
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.860	921.46
		0.000	0.00
		0.000	0.00

0158 4151.00	1.44	13,603.000	19,588.32
REINFORCING STEEL FOR BOX CULVERT	kg	13,603.000	19,588.32
		13,602.997	19,588.31
		0.000	0.00

0159 4155.50	1.86	6,152.000	11,442.72
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	6,152.000	11,442.72
		1,950.000	3,627.00
		0.000	0.00

0160 4157.00	2.16	34.000	73.44
REINFORCING STEEL FOR COLLARS	kg	34.000	73.44
		159.250	343.98
		0.000	0.00

0161 4310.18	475.68	15.000	7,135.20
450 mm FLARED-END SECTION	EACH	15.000	7,135.20
		14.000	6,659.52
		0.000	0.00

0162 4310.24	499.59	2.000	999.18
600 mm FLARED-END SECTION	EACH	3.000	1,498.77
		4.000	1,998.36
		0.000	0.00

0163 4310.36	453.54	3.000	1,360.62
900 mm FLARED-END SECTION	EACH	3.000	1,360.62
		1.000	453.54
		0.000	0.00

0164 4310.48	996.81	5.000	4,984.05
1200 mm FLARED-END SECTION	EACH	5.000	4,984.05
		6.000	5,980.86
		0.000	0.00

0165 4310.54	1,048.78	2.000	2,097.56
1350 mm FLARED-END SECTION	EACH	2.000	2,097.56
		1.000	1,048.78
		0.000	0.00

0166 4461.18	335.07	1.000	335.07
INSTALL 450 mm CONCRETE FLARED-END SECTION	EACH	1.000	335.07
		0.000	0.00
		0.000	0.00

0167 4670.05	71.37	257.800	18,399.19
CULVERT SANDFILL	m3	257.800	18,399.19
		249.300	17,792.54
		0.000	0.00

0168 4850.48	670.00	32.000	21,440.00
JACKING 1200 mm CULVERT PIPE, TYPE	m	32.000	21,440.00
2 CLASS IV		32.000	21,440.00
		0.000	0.00

0169 4850.54	820.00	26.000	21,320.00
JACKING 1350 mm CULVERT PIPE, TYPE	m	26.000	21,320.00
2 CLASS IV		27.000	22,140.00
		0.000	0.00

4007 4029.97	47.73	0.000	0.00
REMOVE AND RELAYING REINFORCED CONCRETE PIPE	m	62.000	2,959.26
		62.000	2,959.26
		0.000	0.00

4008 4350.24	82.27	0.000	0.00
600 mm CORRUGATED METAL PIPE	m	70.000	5,758.90
		70.000	5,758.90
		0.000	0.00

4009 4350.24	28.40	0.000	0.00
600 mm CORRUGATED METAL PIPE	m	39.000	1,107.60
		39.000	1,107.60
		0.000	0.00

4010 4042.00	560.00	0.000	0.00
TAPPING EXISTING CULVERT	EACH	1.000	560.00
		1.000	560.00
		0.000	0.00

4011 4350.24	57.99	0.000	0.00
600 mm CORRUGATED METAL PIPE	m	39.700	2,302.20
		39.700	2,302.20
		0.000	0.00

4016 4015.66	2,344.80	0.000	0.00
INSTALL MANHOLE	EACH	1.000	2,344.80
		1.000	2,344.80
		0.000	0.00

4017 W176.50	1,215.00	0.000	0.00
WATER SERVICE	LS	1.000	1,215.00
		1.000	1,215.00
		0.000	0.00

4027 6210.55	12.20	0.000	0.00
STEEL PILING	m	168.000	2,049.60
		168.000	2,049.60
		0.000	0.00

4038 4039.20	70.00	0.000	0.00
REMOVE AND RELAY CULVERT PIPE	m	17.070	1,194.90
		17.070	1,194.90
		0.000	0.00

GROUP 4 CULVERTS		Contracted	765,226.83
		Current	788,197.08
		In place	645,437.25
		This Estimate	250.52

GROUP 5 SEEDING
0170 L001.01	1,700.00	10.100	17,170.00
SEEDING, TYPE A	ha	10.100	17,170.00
		7.606	12,930.20
		0.000	0.00

0171 L001.02	1,100.00	3.000	3,300.00
SEEDING, TYPE B	ha	3.000	3,300.00
		0.686	754.60
		0.000	0.00

0172 L032.75	60.00	65.000	3,900.00
MULCH	Mg	65.000	3,900.00
		38.152	2,289.12
		0.000	0.00

0173 0030.50	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00

4018 L755.01	105.00	0.000	0.00
FRAXINUS PENNSYLVANICA "PATMORE" (PATMORE GREEN ASH -SEEDLESS) 25mm CALIPER B.R.	EACH	25.000	2,625.00
		0.000	0.00
		0.000	0.00

4019 L764.47	105.00	0.000	0.00
GLEDITSAI TRIACANTHOS INERMIS "IMPERIAL" (IMPERIALHONEYLOCUST) 25mm B.R.	EACH	25.000	2,625.00
		0.000	0.00
		0.000	0.00

4020 L766.08	112.00	0.000	0.00
GYMNOCLADUS DIOICUS (KENETUCKY COFFEETREE) 25mm CALIPER B.R.	EACH	20.000	2,240.00
		0.000	0.00
		0.000	0.00

4022 L071.04	265.00	0.000	0.00
WATERING TREES	EACH	23.000	6,095.00
		0.000	0.00
		0.000	0.00

4023 L070.10	242.00	0.000	0.00
MOWING	EACH	3.000	726.00
		0.000	0.00
		0.000	0.00

4024 L071.10	242.00	0.000	0.00
CHEMICAL WEEDING	EACH	3.000	726.00
		0.000	0.00
		0.000	0.00

GROUP 5 SEEDING		Contracted	24,870.00
		Current	39,907.00
		In place	16,473.92
		This Estimate	0.00

GROUP 6 BRIDGE AT STA. 8+56.499
0174 0030.60	55,000.00	1.000	55,000.00
MOBILIZATION	LS	1.000	55,000.00
		1.000	55,000.00
		0.000	0.00

0175 3050.15	240.00	726.800	174,432.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	726.800	174,432.00
		362.509	87,002.16
		0.000	0.00

0176 3051.10	1.34	65,694.000	88,029.96
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	65,694.000	88,029.96
		32,847.000	44,014.98
		0.000	0.00

0177 4095.00	119.00	1,088.000	129,472.00
CONCRETE FACE PANELS	m2	1,088.000	129,472.00
		869.267	103,442.77
		0.000	0.00

0178 4095.10	43.00	215.200	9,253.60
CONCRETE LEVELING PADS	m	215.200	9,253.60
		110.871	4,767.45
		0.000	0.00

0179 4095.20	86.00	217.000	18,662.00
COPING	m	217.000	18,662.00
		110.000	9,460.00
		0.000	0.00

0180 4350.18	26.00	1,163.000	30,238.00
450 mm CORRUGATED METAL PIPE	m	1,163.000	30,238.00
		295.310	7,678.06
		0.000	0.00

0181 6000.10	2,670.00	1.000	2,670.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,670.00
		1.000	2,670.00
		0.000	0.00

0182 6000.11	2,670.00	1.000	2,670.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,670.00
		0.000	0.00
		0.000	0.00

0183 6000.20	5,180.00	1.000	5,180.00
PIER NO.1 EXCAVATION	LS	1.000	5,180.00
		1.000	5,180.00
		0.000	0.00

0184 6005.60	207.10	42.000	8,698.20
ELASTOMERIC BEARING	EACH	42.000	8,698.20
		42.000	8,698.20
		0.000	0.00

0185 6010.22	293.50	908.100	266,527.35
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	908.100	266,527.35
		629.893	184,873.61
		0.000	0.00

0186 6010.26	305.20	946.900	288,993.88
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0187 6011.11	310,200.00	1.000	310,200.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	310,200.00
AT STA. 8+56.499		0.460	142,692.00
		0.000	0.00

0188 6080.00	2.43	6,974.000	16,946.82
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	6,974.000	16,946.82
		3,487.000	8,473.41
		0.000	0.00

0189 6107.00	64.50	180.000	11,610.00
CONCRETE SLOPE PROTECTION	m2	180.000	11,610.00
		105.707	6,818.10
		0.000	0.00

0190 6131.50	1.27	151,557.000	192,477.39
EPOXY COATED REINFORCING STEEL	kg	151,557.000	192,477.39
		51,462.258	65,357.06
		0.000	0.00

0191 6139.50	22.90	279.000	6,389.10
SUBSURFACE DRAINAGE MATTING	m2	279.000	6,389.10
		179.271	4,105.31
		0.000	0.00

0192 6210.12	45.00	5,815.400	261,693.00
HP 250 mm X 62 kg STEEL PILING	m	5,815.400	261,693.00
		4,098.660	184,439.70
		0.000	0.00

0193 6251.00	3,700.00	3.000	11,100.00
TEST PILE	EACH	3.000	11,100.00
		2.000	7,400.00
		0.000	0.00

0194 6404.00	163.10	80.200	13,080.62
PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	80.200	13,080.62
		0.000	0.00
		0.000	0.00

0195 6600.02	36.00	235.000	8,460.00
50 mm CONDUIT IN BRIDGE	m	235.000	8,460.00
		0.000	0.00
		0.000	0.00

0196 6601.15	20.00	120.000	2,400.00
38 mm CONDUIT IN BRIDGE	m	120.000	2,400.00
		0.000	0.00
		0.000	0.00

0197 8024.75	15.30	5,958.000	91,157.40
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	5,958.000	91,157.40
		3,056.561	46,765.39
		0.000	0.00

0198 8091.00	41.70	681.000	28,397.70
GRANULAR BACKFILL	m3	681.000	28,397.70
		609.001	25,395.34
		0.000	0.00

4012 6010.30	305.20	0.000	0.00
CLASS 47B-30 CONCRETE FOR BRIDGE TYPE IP	m3	946.900	288,993.88
		0.000	0.00
		0.000	0.00

4031 6990.05	3,561.05	0.000	0.00
REVISE	LS	1.000	3,561.05
REVISED DESIGN FOR M.S.E. WALL		1.000	3,561.05
		0.000	0.00

4039 3051.10	1.81	0.000	0.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	468.900	848.71
		468.900	848.71
		0.000	0.00

GROUP 6 BRIDGE AT STA. 8+56.499		Contracted	2,033,739.02
		Current	2,038,148.78
		In place	1,008,643.30
		This Estimate	0.00

GROUP 6B BRIDGE AT STA. 352+21.788
0224 0030.60	95,000.00	1.000	95,000.00
MOBILIZATION	LS	1.000	95,000.00
		0.500	47,500.00
		0.000	0.00

0225 1010.01	5.60	22,310.000	124,936.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	22,310.000	124,936.00
		14,000.000	78,400.00
		0.000	0.00

0226 3050.15	242.00	495.200	119,838.40
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	495.200	119,838.40
		167.247	40,473.77
		0.000	0.00

0227 3051.10	1.34	34,550.000	46,297.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	34,550.000	46,297.00
		7,463.944	10,001.68
		0.000	0.00

0228 6000.10	4,500.00	1.000	4,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,500.00
		1.000	4,500.00
		0.250	1,125.00

0229 6000.11	3,570.00	1.000	3,570.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,570.00
		1.000	3,570.00
		0.000	0.00

0230 6000.20	8,790.00	1.000	8,790.00
PIER NO.1 EXCAVATION	LS	1.000	8,790.00
		0.250	2,197.50
		0.000	0.00

0231 6000.21	20,250.00	1.000	20,250.00
PIER NO.2 EXCAVATION	LS	1.000	20,250.00
		1.000	20,250.00
		0.000	0.00

0232 6005.60	866.70	75.000	65,002.50
ELASTOMERIC BEARING	EACH	75.000	65,002.50
		25.000	21,667.50
		0.000	0.00

0233 6005.78	992.00	15.000	14,880.00
EXPANSION BEARING, TFE TYPE	EACH	15.000	14,880.00
		5.000	4,960.00
		0.000	0.00

0234 6010.22	272.80	937.300	255,695.44
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	937.300	255,695.44
		591.027	161,232.17
		0.000	0.00

0235 6010.26	329.40	1,509.600	497,262.24
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0236 6011.11	479,300.00	1.000	479,300.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	479,300.00
AT STA. 352+21.788		0.330	158,169.00
		0.000	0.00

0237 6040.00	53,030.00	1.000	53,030.00
REMOVE STRUCTURE	EACH	1.000	53,030.00
AT STA. 352+25		1.000	53,030.00
		0.000	0.00

0238 6107.00	44.00	2,805.000	123,420.00
CONCRETE SLOPE PROTECTION	m2	2,805.000	123,420.00
		464.120	20,421.28
		464.120	20,421.28

0239 6131.50	1.25	241,895.000	302,368.75
EPOXY COATED REINFORCING STEEL	kg	241,895.000	302,368.75
		98,960.937	123,701.20
		0.000	0.00

0240 6139.50	22.80	329.800	7,519.44
SUBSURFACE DRAINAGE MATTING	m2	329.800	7,519.44
		195.360	4,454.21
		0.000	0.00

0241 6210.12	48.20	2,985.400	143,896.28
HP 250 mm X 62 kg STEEL PILING	m	2,985.400	143,896.28
		2,214.570	106,742.28
		0.000	0.00

0242 6210.14	55.50	1,433.500	79,559.25
HP 310 mm X 79 kg STEEL PILING	m	1,433.500	79,559.25
		1,367.610	75,902.36
		0.000	0.00

0243 6251.00	3,160.00	4.000	12,640.00
TEST PILE	EACH	4.000	12,640.00
		4.000	12,640.00
		0.000	0.00

0244 6404.16	157.66	57.600	9,081.22
1.8 m PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	57.600	9,081.22
		0.000	0.00
		0.000	0.00

0245 6510.55	30,380.00	1.000	30,380.00
TEMPORARY BRIDGE SHORING	LS	1.000	30,380.00
		0.750	22,785.00
		0.000	0.00

0246 6510.60	8,820.00	1.000	8,820.00
BRIDGE SHORING	LS	1.000	8,820.00
		0.500	4,410.00
		0.000	0.00

0247 6601.15	22.00	298.600	6,569.20
38 mm CONDUIT IN BRIDGE	m	298.600	6,569.20
		90.900	1,999.80
		0.000	0.00

0248 6610.45	246.50	118.400	29,185.60
STRIP SEALS	m	118.400	29,185.60
		29.600	7,296.40
		0.000	0.00

0249 8091.00	41.00	662.000	27,142.00
GRANULAR BACKFILL	m3	662.000	27,142.00
		297.537	12,199.02
		0.000	0.00

4013 6010.30	329.40	0.000	0.00
CLASS 47B-30 CONCRETE FOR BRIDGE TYPE IP	m3	1,509.600	497,262.24
		474.167	156,190.61
		0.000	0.00

6005 6210.42	96.40	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	7.000	674.80
		0.000	0.00
		0.000	0.00

GROUP 6B BRIDGE AT STA. 352+21.788		Contracted	2,568,933.32
		Current	2,569,608.12
		In place	1,154,693.78
		This Estimate	21,546.28

GROUP 6D BRIDGE AT STA. 354+30.5
0276 0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.000	0.00

0277 1010.01	5.60	10,750.000	60,200.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	10,750.000	60,200.00
		7,000.000	39,200.00
		0.000	0.00

0278 3050.15	240.00	400.000	96,000.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	400.000	96,000.00
		51.607	12,385.68
		0.000	0.00

0279 3051.10	1.34	25,260.000	33,848.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	25,260.000	33,848.40
		3,258.982	4,367.04
		0.000	0.00

0280 6000.10	2,210.00	1.000	2,210.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,210.00
		1.000	2,210.00
		0.000	0.00

0281 6000.11	2,130.00	1.000	2,130.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,130.00
		0.500	1,065.00
		0.000	0.00

0282 6000.20	30,540.00	1.000	30,540.00
PIER NO.1 EXCAVATION	LS	1.000	30,540.00
		0.250	7,635.00
		0.000	0.00

0283 6000.21	31,850.00	1.000	31,850.00
PIER NO.2 EXCAVATION	LS	1.000	31,850.00
		0.750	23,887.50
		0.000	0.00

0284 6005.60	800.00	70.000	56,000.00
ELASTOMERIC BEARING	EACH	70.000	56,000.00
		30.000	24,000.00
		0.000	0.00

0285 6005.78	1,170.00	14.000	16,380.00
EXPANSION BEARING, TFE TYPE	EACH	14.000	16,380.00
		5.000	5,850.00
		0.000	0.00

0286 6010.22	275.00	1,505.700	414,067.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	1,505.700	414,067.50
		1,092.362	300,399.57
		24.850	6,833.75

0287 6010.26	378.10	1,048.600	396,475.66
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0288 6011.11	557,600.00	1.000	557,600.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	557,600.00
AT STA. 354+30.5		0.360	200,736.00
		0.000	0.00

0289 6040.00	61,100.00	1.000	61,100.00
REMOVE STRUCTURE	EACH	1.000	61,100.00
AT STA. 354+40		0.750	45,825.00
		0.000	0.00

0290 6080.00	4.80	545.000	2,616.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	545.000	2,616.00
		272.500	1,308.00
		0.000	0.00

0291 6100.00	683.30	4.000	2,733.20
FLOOR DRAINS	EACH	4.000	2,733.20
		2.000	1,366.60
		0.000	0.00

0292 6104.00	10.30	435.000	4,480.50
BROKEN CONCRETE RIPRAP	Mg	435.000	4,480.50
		0.000	0.00
		0.000	0.00

0293 6105.02	23.40	1,675.000	39,195.00
ROCK RIPRAP, TYPE B	Mg	1,675.000	39,195.00
		203.980	4,773.13
		0.000	0.00

0294 6131.50	1.25	249,130.000	311,412.50
EPOXY COATED REINFORCING STEEL	kg	249,130.000	311,412.50
		137,575.812	171,969.77
		2,308.070	2,885.09

0295 6139.50	23.70	154.000	3,649.80
SUBSURFACE DRAINAGE MATTING	m2	154.000	3,649.80
		51.040	1,209.65
		0.000	0.00

0296 6210.12	47.40	1,066.800	50,566.32
HP 250 mm X 62 kg STEEL PILING	m	1,066.800	50,566.32
		708.720	33,593.33
		0.000	0.00

0297 6210.14	54.40	3,648.300	198,467.52
HP 310 mm X 79 kg STEEL PILING	m	3,648.300	198,467.52
		2,757.687	150,018.18
		579.200	31,508.48

0298 6251.00	3,630.00	4.000	14,520.00
TEST PILE	EACH	4.000	14,520.00
		4.000	14,520.00
		0.000	0.00

0299 6310.00	76.20	830.400	63,276.48
STEEL SHEET PILING	m2	830.400	63,276.48
		296.420	22,587.20
		0.000	0.00

0300 6510.55	27,830.00	1.000	27,830.00
TEMPORARY BRIDGE SHORING	LS	1.000	27,830.00
		0.750	20,872.50
		0.000	0.00

0301 6510.60	12,670.00	1.000	12,670.00
BRIDGE SHORING	LS	1.000	12,670.00
		0.500	6,335.00
		0.000	0.00

0302 6601.15	22.00	125.900	2,769.80
38 mm CONDUIT IN BRIDGE	m	125.900	2,769.80
		0.000	0.00
		0.000	0.00

0303 6610.45	246.50	75.000	18,487.50
STRIP SEALS	m	75.000	18,487.50
		0.000	0.00
		0.000	0.00

0304 8091.00	40.60	560.000	22,736.00
GRANULAR BACKFILL	m3	560.000	22,736.00
		183.000	7,429.80
		0.000	0.00

4014 6010.30	378.10	0.000	0.00
CLASS 47B-30 CONCRETE FOR BRIDGE TYPE IP	m3	1,048.600	396,475.66
		340.257	128,651.18
		0.000	0.00

4015 6010.30	314.00	0.000	0.00
CLASS 47B-30 CONCRETE FOR BRIDGE TYPE IP	m3	1,434.600	450,464.40
		15.303	4,805.14
		0.000	0.00

6001 6210.59	32.64	0.000	0.00
PILE CUT-OFF	m	25.000	816.00
Pile Cut Off Bridge 6D		78.813	2,572.45
		0.000	0.00

6003 4051.12	43.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	45.850	1,971.55
Granular Material for foundation of pier footings, briage 6D		111.320	4,786.76
		0.000	0.00

GROUP 6D BRIDGE AT STA. 354+30.5		Contracted	2,593,812.18
		Current	3,047,064.13
		In place	1,304,359.48
		This Estimate	41,227.32

GROUP 6G BRIDGE AT STA. 11+55.805
0369 0030.60	140,000.00	1.000	140,000.00
MOBILIZATION	LS	1.000	140,000.00
		1.000	140,000.00
		0.000	0.00

0370 1010.01	5.80	420.000	2,436.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	420.000	2,436.00
		210.000	1,218.00
		0.000	0.00

0371 3050.15	223.00	281.300	62,729.90
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	281.300	62,729.90
		0.000	0.00
		0.000	0.00

0372 3051.10	1.34	18,125.000	24,287.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	18,125.000	24,287.50
		0.000	0.00
		0.000	0.00

0373 4095.00	139.00	580.000	80,620.00
CONCRETE FACE PANELS	m2	580.000	80,620.00
		0.000	0.00
		0.000	0.00

0374 4095.10	48.00	83.700	4,017.60
CONCRETE LEVELING PADS	m	83.700	4,017.60
		0.000	0.00
		0.000	0.00

0375 4095.20	91.00	84.000	7,644.00
COPING	m	84.000	7,644.00
		0.000	0.00
		0.000	0.00

0376 4350.24	33.00	255.100	8,418.30
600 mm CORRUGATED METAL PIPE	m	255.100	8,418.30
		0.000	0.00
		0.000	0.00

0377 6000.10	1,690.00	1.000	1,690.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,690.00
		0.000	0.00
		0.000	0.00

0378 6000.11	2,420.00	1.000	2,420.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,420.00
		1.000	2,420.00
		0.000	0.00

0379 6000.20	18,580.00	1.000	18,580.00
PIER NO.1 EXCAVATION	LS	1.000	18,580.00
		1.000	18,580.00
		0.000	0.00

0380 6000.61	26,830.00	1.000	26,830.00
PIER NO.2 EXCAVATION	LS	1.000	26,830.00
		1.000	26,830.00
		0.000	0.00

0381 6000.62	28,380.00	1.000	28,380.00
PIER NO.3 EXCAVATION	LS	1.000	28,380.00
		1.000	28,380.00
		0.000	0.00

0382 6005.60	1,072.00	50.000	53,600.00
ELASTOMERIC BEARING	EACH	50.000	53,600.00
		40.000	42,880.00
		0.000	0.00

0383 6005.78	1,071.00	30.000	32,130.00
EXPANSION BEARING, TFE TYPE	EACH	30.000	32,130.00
		30.000	32,130.00
		0.000	0.00

0384 6010.22	274.00	1,580.800	433,139.20
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	1,580.800	433,139.20
		1,503.610	411,989.14
		0.000	0.00

0385 6010.26	314.00	1,434.600	450,464.40
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0386 6011.11	661,600.00	1.000	661,600.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	661,600.00
AT STA. 11+55.805		0.500	330,800.00
		0.000	0.00

0387 6040.00	11,670.00	1.000	11,670.00
REMOVE STRUCTURE	EACH	1.000	11,670.00
AT STA. 12+21 RT.		1.000	11,670.00
		0.000	0.00

0388 6080.00	4.78	555.600	2,655.77
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	555.600	2,655.77
		555.600	2,655.77
		0.000	0.00

0389 6100.00	1,888.00	7.000	13,216.00
FLOOR DRAINS	EACH	7.000	13,216.00
		0.000	0.00
		0.000	0.00

0390 6105.02	21.90	2,130.000	46,647.00
ROCK RIPRAP, TYPE B	Mg	2,130.000	46,647.00
		1,998.800	43,773.73
		0.000	0.00

0391 6107.00	112.40	54.000	6,069.60
CONCRETE SLOPE PROTECTION	m2	54.000	6,069.60
		0.000	0.00
		0.000	0.00

0392 6131.50	1.25	278,025.000	347,531.25
EPOXY COATED REINFORCING STEEL	kg	278,025.000	347,531.25
		98,298.077	122,872.61
		0.000	0.00

0393 6139.50	24.00	128.400	3,081.60
SUBSURFACE DRAINAGE MATTING	m2	128.400	3,081.60
		64.200	1,540.80
		0.000	0.00

0394 6210.12	52.20	1,370.200	71,524.44
HP 250 mm X 62 kg STEEL PILING	m	1,370.200	71,524.44
		347.420	18,135.33
		0.000	0.00

0395 6210.14	55.00	2,706.500	148,857.50
HP 310 mm X 79 kg STEEL PILING	m	2,706.500	148,857.50
		3,411.080	187,609.40
		0.000	0.00

0396 6251.00	3,450.00	5.000	17,250.00
TEST PILE	EACH	5.000	17,250.00
		3.000	10,350.00
		0.000	0.00

0397 6310.00	84.00	336.900	28,299.60
STEEL SHEET PILING	m2	336.900	28,299.60
		326.490	27,425.16
		0.000	0.00

0398 6401.00	94.00	310.000	29,140.00
PEDESTRIAN BARRIER RAIL	m	310.000	29,140.00
		0.000	0.00
		0.000	0.00

0399 6404.00	169.00	308.800	52,187.20
PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	308.800	52,187.20
		0.000	0.00
		0.000	0.00

0400 6601.15	26.00	341.300	8,873.80
38 mm CONDUIT IN BRIDGE	m	341.300	8,873.80
		0.000	0.00
		0.000	0.00

0401 6610.45	252.00	57.500	14,490.00
STRIP SEALS	m	57.500	14,490.00
		0.000	0.00
		0.000	0.00

0402 8024.75	14.32	4,640.000	66,444.80
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	4,640.000	66,444.80
		0.000	0.00
		0.000	0.00

0403 8091.00	41.60	395.000	16,432.00
GRANULAR BACKFILL	m3	395.000	16,432.00
		70.660	2,939.46
		0.000	0.00

6004 4051.12	43.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	116.020	4,988.86
Granular Material for foundation of pier footings bridge 6G		116.020	4,988.86
		0.000	0.00

GROUP 6G BRIDGE AT STA. 11+55.805		Contracted	2,923,357.46
		Current	2,477,881.92
		In place	1,469,188.26
		This Estimate	0.00

GROUP 7 GUARDRAIL
0404 0030.70	3,500.00	1.000	3,500.00
MOBILIZATION	LS	1.000	3,500.00
		0.885	3,100.39
		0.000	0.00

0405 7011.20	55.00	725.800	39,919.00
W-BEAM GUARDRAIL	m	725.800	39,919.00
		64.600	3,553.00
		0.000	0.00

0406 7019.50	14,500.00	1.000	14,500.00
IMPACT ATTENUATOR	EACH	1.000	14,500.00
		0.000	0.00
		0.000	0.00

0407 7020.00	1,300.00	11.000	14,300.00
BRIDGE APPROACH SECTIONS	EACH	11.000	14,300.00
		2.000	2,600.00
		0.000	0.00

0408 7021.70	1,700.00	3.000	5,100.00
GUARDRAIL END TREATMENT, SRT-350	EACH	3.000	5,100.00
		1.000	1,700.00
		0.000	0.00

0409 7021.80	2,400.00	6.000	14,400.00
GUARDRAIL END TREATMENT, ET-2000	EACH	6.000	14,400.00
		1.000	2,400.00
		0.000	0.00

0410 7022.00	550.00	5.000	2,750.00
END ANCHORAGE ASSEMBLY	EACH	5.000	2,750.00
		1.000	550.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	94,469.00
		Current	94,469.00
		In place	13,903.39
		This Estimate	0.00

GROUP 7B FENCING
0411 0030.71	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		0.000	0.00
		0.000	0.00

0412 7102.01	1,200.00	1.000	1,200.00
CHANNEL CROSSING, TYPE"A"	EACH	1.000	1,200.00
		0.000	0.00
		0.000	0.00

0413 7106.12	600.00	1.000	600.00
3.7 m VEHICLE GATE	EACH	1.000	600.00
		0.000	0.00
		0.000	0.00

0414 7110.05	30.00	3,199.000	95,970.00
1.5 METER CHAIN-LINK FENCE	m	3,199.000	95,970.00
		0.000	0.00
		0.000	0.00

0415 7115.05	150.00	22.000	3,300.00
END POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	22.000	3,300.00
		0.000	0.00
		0.000	0.00

0416 7116.05	160.00	26.000	4,160.00
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	26.000	4,160.00
		0.000	0.00
		0.000	0.00

0417 7117.05	160.00	15.000	2,400.00
PULL POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	15.000	2,400.00
		0.000	0.00
		0.000	0.00

GROUP 7B FENCING		Contracted	109,630.00
		Current	109,630.00
		In place	0.00
		This Estimate	0.00

GROUP 8B ELECTRICAL
0418 A001.01	500.00	17.000	8,500.00
PULL BOX, TYPE PB-1	EACH	17.000	8,500.00
		12.000	6,000.00
		0.000	0.00

0419 A001.02	500.00	4.000	2,000.00
PULL BOX, TYPE PB-1A	EACH	4.000	2,000.00
		3.000	1,500.00
		0.000	0.00

0420 A001.06	650.00	2.000	1,300.00
PULL BOX, TYPE PB-2A	EACH	2.000	1,300.00
		1.000	650.00
		0.000	0.00

0421 A001.12	450.00	14.000	6,300.00
PULL BOX, TYPE PB-5	EACH	14.000	6,300.00
		8.000	3,600.00
		0.000	0.00

0422 A001.16	550.00	3.000	1,650.00
PULL BOX, TYPE PB-6	EACH	3.000	1,650.00
		0.000	0.00
		0.000	0.00

0423 A004.00	950.00	8.000	7,600.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	8.000	7,600.00
		0.000	0.00
		0.000	0.00

0424 A004.10	960.00	2.000	1,920.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	2.000	1,920.00
		0.000	0.00
		0.000	0.00

0425 A004.20	1,000.00	4.000	4,000.00
TRAFFIC SIGNAL, TYPE TS-1L	EACH	4.000	4,000.00
		0.000	0.00
		0.000	0.00

0426 A005.25	10,000.00	1.000	10,000.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	10,000.00
		0.000	0.00
		0.000	0.00

0427 A006.15	500.00	8.000	4,000.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	8.000	4,000.00
		0.000	0.00
		0.000	0.00

0428 A006.83	600.00	2.000	1,200.00
PEDESTAL POLE, TYPE PP-3.7	EACH	2.000	1,200.00
		1.000	600.00
		0.000	0.00

0429 A006.85	500.00	8.000	4,000.00
PEDESTAL POLE, TYPE PP-3.0	EACH	8.000	4,000.00
		0.000	0.00
		0.000	0.00

0430 A006.98	200.00	28.000	5,600.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	28.000	5,600.00
		20.000	4,000.00
		0.000	0.00

0431 A007.00	200.00	24.000	4,800.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	24.000	4,800.00
		14.000	2,800.00
		0.000	0.00

0432 A007.08	500.00	2.000	1,000.00
VEHICLE DETECTOR, TYPE TD-3	EACH	2.000	1,000.00
		1.000	500.00
		0.000	0.00

0433 A008.69	1,200.00	10.000	12,000.00
STREET LIGHTING UNIT TYPE SL-S-12.2-1.2-0.20	EACH	10.000	12,000.00
		0.000	0.00
		0.000	0.00

0434 A008.73	1,800.00	32.000	57,600.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.20	EACH	32.000	57,600.00
		10.000	18,000.00
		0.000	0.00

0435 A008.75	1,300.00	4.000	5,200.00
STREET LIGHTING UNIT, TYPE SL-S-12.2-0.3-0.20	EACH	4.000	5,200.00
		2.000	2,600.00
		0.000	0.00

0436 A009.16	2,000.00	28.000	56,000.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20	EACH	28.000	56,000.00
		0.000	0.00
		0.000	0.00

0437 A009.90	1,750.00	31.000	54,250.00
STREET LIGHTING UNIT, TYPE SL-S-13.7-0.3 & 0.3-0.20	EACH	31.000	54,250.00
		9.000	15,750.00
		0.000	0.00

0438 A010.35	900.00	2.000	1,800.00
LUMINAIRE, TYPE OH-200	EACH	2.000	1,800.00
		0.000	0.00
		0.000	0.00

0439 A010.60	450.00	19.000	8,550.00
UNDERDECK LUMINAIRE, TYPE UD-100	EACH	19.000	8,550.00
		0.000	0.00
		0.000	0.00

0440 A025.10	30,000.00	1.000	30,000.00
SIGNAL STRUCTURE	EACH	1.000	30,000.00
TYPE 44		0.000	0.00
		0.000	0.00

0441 A030.90	550.00	1.000	550.00
TELEPHONE DROP	EACH	1.000	550.00
		0.000	0.00
		0.000	0.00

0442 A070.10	9.10	3,190.000	29,029.00
38 mm CONDUIT IN TRENCH	m	3,190.000	29,029.00
		1,451.660	13,210.11
		0.000	0.00

0443 A070.14	12.00	215.000	2,580.00
50 mm CONDUIT IN TRENCH	m	215.000	2,580.00
		71.700	860.40
		0.000	0.00

0444 A070.18	20.00	17.000	340.00
75 mm CONDUIT IN TRENCH	m	17.000	340.00
		0.000	0.00
		0.000	0.00

0445 A072.10	15.00	321.000	4,815.00
38 mm CONDUIT UNDER ROADWAY	m	321.000	4,815.00
		63.000	945.00
		0.000	0.00

0446 A072.14	15.50	78.000	1,209.00
50 mm CONDUIT UNDER ROADWAY	m	78.000	1,209.00
		69.100	1,071.05
		0.000	0.00

0447 A072.18	19.00	94.000	1,786.00
75 mm CONDUIT UNDER ROADWAY	m	94.000	1,786.00
		80.000	1,520.00
		0.000	0.00

0448 A074.12	30.00	20.000	600.00
38 mm CONDUIT, JACKED	m	20.000	600.00
		20.000	600.00
		0.000	0.00

0449 A077.13	2.65	251.000	665.15
3/C #14 AWG TRAFFIC SIGNAL CABLE	m	251.000	665.15
		0.000	0.00
		0.000	0.00

0450 A077.15	3.00	192.000	576.00
5/C #14 AWG TRAFFIC SIGNAL CABLE	m	192.000	576.00
		0.000	0.00
		0.000	0.00

0451 A077.22	6.00	133.000	798.00
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	133.000	798.00
		70.000	420.00
		0.000	0.00

0452 A079.01	2.60	1,102.000	2,865.20
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	1,102.000	2,865.20
		0.000	0.00
		0.000	0.00

0453 A079.50	2.00	428.000	856.00
GROUNDING CONDUCTOR	m	428.000	856.00
		0.000	0.00
		0.000	0.00

0454 A079.55	6.00	60.000	360.00
SERVICE CABLE	m	60.000	360.00
		0.000	0.00
		0.000	0.00

0455 A080.10	4.00	1,242.000	4,968.00
STREET LIGHTING CABLE, NO. 2 USE	m	1,242.000	4,968.00
		43.280	173.12
		0.000	0.00

0456 A080.22	2.00	5,229.000	10,458.00
STREET LIGHTING CABLE, NO. 6 BARE	m	5,229.000	10,458.00
		1,015.100	2,030.20
		0.000	0.00

0457 A080.24	2.15	9,128.000	19,625.20
STREET LIGHTING CABLE, NO. 6 USE	m	9,128.000	19,625.20
		1,986.920	4,271.88
		0.000	0.00

0458 A700.20	500.00	22.000	11,000.00
RELOCATE STREET LIGHTING UNIT	EACH	22.000	11,000.00
		13.000	6,500.00
		0.000	0.00

0459 A780.00	5,000.00	1.000	5,000.00
TEMPORARY LIGHTING SYSTEM, TYPE	EACH	1.000	5,000.00
II		0.000	0.00
		0.000	0.00

0460 A800.50	3.00	826.000	2,478.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM, TYPE	DAY	826.000	2,478.00
II		10.000	30.00
		0.000	0.00

0461 0030.81	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.500	5,000.00
		0.000	0.00

4026 A800.37	6,000.00	0.000	0.00
TEMPORARY LIGHTING SYSTEM	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	399,828.55
		Current	405,828.55
		In place	98,631.76
		This Estimate	0.00

GROUP 8C SIGNING
0462 A010.08	1,000.00	7.000	7,000.00
LUMINAIRE, TYPE HPS-150	EACH	7.000	7,000.00
		0.000	0.00
		0.000	0.00

0463 0030.82	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		0.000	0.00
		0.000	0.00

0464 7312.00	24,000.00	1.000	24,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	24,000.00
2		0.000	0.00
		0.000	0.00

0465 7312.01	55,000.00	1.000	55,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	55,000.00
9		0.000	0.00
		0.000	0.00

0466 7312.02	10,000.00	1.000	10,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	10,000.00
4		0.000	0.00
		0.000	0.00

0467 7312.03	10,000.00	1.000	10,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	10,000.00
7		0.000	0.00
		0.000	0.00

0468 7322.01	170.00	77.503	13,175.51
TYPE B SIGN	m2	77.503	13,175.51
		0.000	0.00
		0.000	0.00

0469 7340.00	4.40	1,018.600	4,481.84
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	1,018.600	4,481.84
		0.000	0.00
		0.000	0.00

0470 7360.24	450.00	12.000	5,400.00
600 mm SIGN SUPPORT FOOTING	EACH	12.000	5,400.00
		0.000	0.00
		0.000	0.00

0471 7390.02	600.00	1.000	600.00
RELOCATE SIGN	EACH	1.000	600.00
		0.000	0.00
		0.000	0.00

GROUP 8C SIGNING		Contracted	132,157.35
		Current	132,157.35
		In place	0.00
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0472 0001.08	0.50	55,460.000	27,730.00
BARRICADE, TYPE II	BDAY	55,460.000	27,730.00
		118,269.000	59,134.50
		1,862.000	931.00

0473 0001.10	1.90	18,172.000	34,526.80
BARRICADE, TYPE III	BDAY	18,172.000	34,526.80
		68,556.000	130,256.40
		1,876.000	3,564.40

0474 0001.30	1.10	3,540.000	3,894.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	3,540.000	3,894.00
		7,728.000	8,500.80
		126.000	138.60

0475 0001.90	0.06	69,148.000	4,148.88
SIGN DAY	EACH	69,148.000	4,148.88
		68,491.000	4,109.46
		1,932.000	115.92

0476 0002.30	0.80	9,300.000	7,440.00
PAVEMENT MARKING REMOVAL	m	9,300.000	7,440.00
		20,220.316	16,176.27
		0.000	0.00

0477 0002.44	0.25	46,000.000	11,500.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	46,000.000	11,500.00
		40,435.854	10,108.98
		0.000	0.00

0478 0002.47	1.00	7,700.000	7,700.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	7,700.000	7,700.00
		32,196.822	32,196.82
		0.000	0.00

0479 0002.52	2.30	280.000	644.00
TEMPORARY PAVEMENT MARKING, TYPE RPM	EACH	280.000	644.00
		353.000	811.90
		0.000	0.00

0480 0002.61	30.00	235.000	7,050.00
PLOWABLE PAVEMENT MARKER	EACH	235.000	7,050.00
		0.000	0.00
		0.000	0.00

0481 0002.97	10.00	1,888.000	18,880.00
FLASHING ARROW PANEL	DAY	1,888.000	18,880.00
		1,838.000	18,380.00
		42.000	420.00

0482 0003.10	200.00	100.000	20,000.00
FLAGGING	DAY	100.000	20,000.00
		18.000	3,600.00
		0.000	0.00

0483 0003.51	32.00	460.000	14,720.00
INSTALL CONCRETE PROTECTION BARRIER	m	460.000	14,720.00
		1,286.280	41,160.96
		0.000	0.00

0484 0003.58	3,500.00	4.000	14,000.00
INERTIAL BARRIER SYSTEM	EACH	4.000	14,000.00
		1.000	3,500.00
		0.000	0.00

0485 0003.64	500.00	4.000	2,000.00
REPLACEMENT MODULE	EACH	4.000	2,000.00
		0.000	0.00
		0.000	0.00

0486 0010.04	5,880.00	1.000	5,880.00
FIELD OFFICE	EACH	1.000	5,880.00
		1.000	5,880.00
		0.000	0.00

0487 0030.00	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00

4004 0003.76	31,762.32	0.000	0.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	31,762.32
		1.000	31,762.32
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	195,113.68
		Current	226,876.00
		In place	380,578.41
		This Estimate	5,169.92

Totals for contract		Contracted	19,495,009.25
		Current	19,652,306.40
		In place	11,288,505.65
		This Estimate	69,102.15