Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2862
Estimate Number:	0042
Pay Period End Date:	05.25.2002

Contract Location:
10TH STREET VIADUCT IN OMAHA	Estimate Type:	PROG

Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	06.29.2000
2512 DEER PARK BLVD	Date Awarded:	08.10.2000
PO BOX 9008 STA C	Date Contract Executed:	08.11.2000
	Date Notice to Proceed:	08.14.2000
OMAHA NE 68109	Date Work Began:	08.14.2000
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:

Surety Co:
FIREMAN'S FUND INSURANCE COMPANY

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
21862 000		0.000			BR-5103(9)		GR CP CULV BR ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$12,197,041.06	$11,912,760.21	$284,280.85
$12,747,875.35	Stockpiled Materials	$77,104.97	$96,788.68	$-19,683.71
Original Contract Amt	Gross Earnings	$12,274,146.03	$12,009,548.89	$264,597.14
$12,513,198.59	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
95.68%	Net Earnings	$12,249,146.03	$11,984,548.89	$264,597.14
	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	$-12.93	$-12.93	$.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	-$12.93	-$12.93	$.00
	Payment	$12,249,133.10	$11,984,535.96	$264,597.14
Project Manager			Div. Head/Dist. Eng.
Khalaf, Zahi	05.29.2002		Lech, Marvin (Marv)	05.29.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.30.2002
Controller Div. Processed
Burling, Laurie	05.30.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	31,608.21	1342/43/44
		EPOXY COATED RE-STEEL
		Total for estimate 0005:	31,608.21
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0171	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	30,812.70	010769
		HP 310mmX79 Kg STEEL PILING
0172	6210.18	HP 310 mm X 110 kg STEEL PILING
		S.P. Initial Payment	66,997.00	010769
		HP 310mmX110 Kg STEEL PILING
		Total for estimate 0006:	97,809.70
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	1,883.85	1310/1311
		EPOXY COATED RE-STEEL
0172	6210.18	HP 310 mm X 110 kg STEEL PILING
		S.P. Adjustment	-18,466.40	010769
		HP 310mmX110 Kg STEEL PILING
0173	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Initial Payment	191,269.52	011720
		HP 360mmX 132 Kg STEEL PILING
		S.P. Adjustment	-4,605.64	011720
		HP 360mmX 132 Kg STEEL PILING
		Total for estimate 0007:	170,081.33
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,461.04	1342/43/44
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-1,883.85	1310/1311
		EPOXY COATED RE-STEEL
0172	6210.18	HP 310 mm X 110 kg STEEL PILING
		S.P. Adjustment	-31,432.29	010769
		HP 310mmX110 Kg STEEL PILING
		Total for estimate 0008:	-36,777.18
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	36,131.45	32921
		CONCRETE FACE PANELS
0170	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	14,420.70	012868
		HP 250X62 Kg STEEL PILING
0233	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	3,400.80	012868
		HP 250X62 Kg STEEL PILING
0258	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	2,158.20	012868
		HP 250X62 Kg STEEL PILING
0268	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	5,035.80	012868
		HP 250X62 Kg STEEL PILING
0277	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	2,648.70	012868
		HP 250X62 Kg STEEL PILING
0287	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	2,583.30	012868
		HP 250X62 Kg STEEL PILING
0296	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	2,746.80	012868
		HP 250X62 Kg STEEL PILING
0306	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	2,616.00	012868
		HP 250X62 Kg STEEL PILING
		Total for estimate 0009:	71,741.75
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,835.53	1342/43/44
		EPOXY COATED RE-STEEL
		Total for estimate 0010:	-3,835.53
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,827.46	1342/43/44
		EPOXY COATED RE-STEEL
0173	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Adjustment	-28,920.71	011720
		HP 360mmX 132 Kg STEEL PILING
		Total for estimate 0011:	-35,748.17
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,626.12	1342/43/44
		EPOXY COATED RE-STEEL
0170	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-9,156.00	012868
		HP 250X62 Kg STEEL PILING
0171	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-11,056.80	010769
		HP 310mmX79 Kg STEEL PILING
0233	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-3,368.10	012868
		HP 250X62 Kg STEEL PILING
		Total for estimate 0012:	-28,207.02
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-25,191.25	32921
		CONCRETE FACE PANELS
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-125.40	1342/43/44
		EPOXY COATED RE-STEEL
0171	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-7,642.20	010769
		HP 310mmX79 Kg STEEL PILING
		Total for estimate 0013:	-32,958.85
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-10,940.20	32921
		CONCRETE FACE PANELS
0172	6210.18	HP 310 mm X 110 kg STEEL PILING
		S.P. Adjustment	-3,715.80	010769
		HP 310mmX110 Kg STEEL PILING
		Total for estimate 0014:	-14,656.00
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0139	A001.50	PULL BOX
		S.P. Initial Payment	37,500.00	19623
		PULL BOX
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,236.68	1342/43/44
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	13,197.21	1549
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	12,308.58	1550
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	11,865.69	1554
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	10,819.17	1555
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	13,661.76	1565
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	10,295.91	1566
		EPOXY COATED RE-STEEL
0171	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-731.70	010769
		HP 310mmX79 Kg STEEL PILING
0172	6210.18	HP 310 mm X 110 kg STEEL PILING
		S.P. Adjustment	-337.80	010769
		HP 310mmX110 Kg STEEL PILING
0173	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Adjustment	-4,605.64	011720
		HP 360mmX 132 Kg STEEL PILING
0233	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-32.70	012868
		HP 250X62 Kg STEEL PILING
0314	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Initial Payment	8,372.00	15068
		TRAFFIC SIGNAL, TYPE TS-1
0315	A004.04	TRAFFIC SIGNAL, TYPE TS-1LL
		S.P. Initial Payment	1,044.00	15068
		TRAFFIC SIGNAL, TYPE TS-1LL
0316	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Initial Payment	4,760.00	15068
		TRAFFIC SIGNAL,TYPE TS-1A
0317	A005.25	TRAFFIC SIGNAL CONTROLLER, TYPE TC-170
		S.P. Initial Payment	10,994.00	15060
		TRAF SIG CONTROL, TYPE TC-170
0318	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Initial Payment	4,816.00	15068
		PEDESTRIAN SIGNAL, TYPE PS-1
0319	A006.70	PEDESTRIAN PUSHBUTTON, TYPE PPB
		S.P. Initial Payment	312.00	15068
		PEDESTRIAN PUSHBUTTON, PPB
0366	7315.90	INSTALL OVERHEAD SIGNS
		S.P. Initial Payment	385.00	15068
		SIGN BRACKETS
0367	7320.50	STREET NAME SIGN
		S.P. Initial Payment	872.00	15068
		SIGN BRACKETS
		Total for estimate 0015:	133,258.80
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,012.12	1342/43/44
		EPOXY COATED RE-STEEL
0172	6210.18	HP 310 mm X 110 kg STEEL PILING
		S.P. Adjustment	-13,044.71	010769
		HP 310mmX110 Kg STEEL PILING
		Total for estimate 0016:	-17,056.83
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0159	6005.11	DECK JOINT SEAL, TYPE II
		S.P. Initial Payment	23,132.47	103687
		DECK JOINT SEAL, TYPE II
0160	6005.12	DECK JOINT SEAL, TYPE III
		S.P. Initial Payment	34,317.36	103687
		DECK JOINT SEAL, TYPE III
0173	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Adjustment	-64,953.07	011720
		HP 360mmX 132 Kg STEEL PILING
		Total for estimate 0017:	-7,503.24
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,483.86	1342/43/44
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-4,887.64	1549
		EPOXY COATED RE-STEEL
		Total for estimate 0018:	-11,371.50
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0166	6071.13	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	600,000.00	010666
		STEEL SUPERSTRUCTURE
		S.P. Adjustment	-48,000.00	010666
		STEEL SUPERSTRUCTURE
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,045.23	1549
		EPOXY COATED RE-STEEL
0181	6610.45	STRIP SEALS
		S.P. Initial Payment	8,531.53	19625
		STRIP SEALS
0314	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-2,576.00	15068
		TRAFFIC SIGNAL, TYPE TS-1
0316	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Adjustment	-1,785.00	15068
		TRAFFIC SIGNAL,TYPE TS-1A
0317	A005.25	TRAFFIC SIGNAL CONTROLLER, TYPE TC-170
		S.P. Adjustment	-5,497.00	15060
		TRAF SIG CONTROL, TYPE TC-170
		Total for estimate 0019:	547,628.30
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0070	4165.12	RAILING
		S.P. Initial Payment	41,810.00	19621
		RAILING
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-5,264.35	1549
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-6,258.09	1550
		EPOXY COATED RE-STEEL
0173	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Adjustment	-42,839.23	011720
		HP 360mmX 132 Kg STEEL PILING
0177	6415.00	DRAINAGE SYSTEM
		S.P. Initial Payment	23,000.00	19622
		DRAINGE SYSTEM
0236	6415.00	DRAINAGE SYSTEM
		S.P. Initial Payment	2,875.00	19622
		DRAINGE SYSTEM
0258	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-2,158.20	012868
		HP 250X62 Kg STEEL PILING
0268	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-3,889.60	012868
		HP 250X62 Kg STEEL PILING
0309	A001.01	PULL BOX, TYPE PB-1
		S.P. Initial Payment	1,053.00	104858
		PULL BOX, TYPE PB-1
0310	A001.02	PULL BOX, TYPE PB-1A
		S.P. Initial Payment	1,174.50	104858
		PULL BOX, TYPE PB-1A
0311	A001.05	PULL BOX, TYPE PB-2
		S.P. Initial Payment	848.00	104859
		PULL BOX, TYPE PB-2
0314	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-1,288.00	15068
		TRAFFIC SIGNAL, TYPE TS-1
0316	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Adjustment	-595.00	15068
		TRAFFIC SIGNAL,TYPE TS-1A
0318	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Adjustment	-2,408.00	15068
		PEDESTRIAN SIGNAL, TYPE PS-1
0319	A006.70	PEDESTRIAN PUSHBUTTON, TYPE PPB
		S.P. Adjustment	-156.00	15068
		PEDESTRIAN PUSHBUTTON, PPB
0326	A011.54	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	4,815.00	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-12.5-0
0328	A011.89	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	5,990.00	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-14-0
0330	A012.39	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	13,250.00	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-15.5-0
0342	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Initial Payment	1,206.00	1240598676
		50 mm CONDUIT IN TRENCH
0367	7320.50	STREET NAME SIGN
		S.P. Adjustment	-436.00	15068
		SIGN BRACKETS
		Total for estimate 0020:	30,729.03
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0142	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	3,515.76	1805
		EPOXY STEEL FOR PVMT APPROACH
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,050.49	1550
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-3,678.27	1554
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	1,783.53	1806
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	7,626.60	1805
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	12,500.67	1809
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	12,467.61	1808
		EPOXY COATED RE-STEEL
0256	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	6,155.43	1817
		EPOXY COATED STEEL
		S.P. Initial Payment	323.76	1805
		EPOXY COATED STEEL
0277	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-2,407.11	012868
		HP 250X62 Kg STEEL PILING
0296	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-2,746.80	012868
		HP 250X62 Kg STEEL PILING
0309	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-175.50	104858
		PULL BOX, TYPE PB-1
0310	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-130.50	104858
		PULL BOX, TYPE PB-1A
0313	A002.43	EMERGENCY VEHICLE PREEMPTION SYSTEM
		S.P. Initial Payment	4,650.50	01-244
		EMERGENCY VEHICLE PREEMPT SYSTEM
0333	A030.04	SERVICE DISCONNECT PEDESTAL
		S.P. Initial Payment	3,650.00	01-244
		SERVICE DISCONNECT PEDESTAL
		Total for estimate 0021:	37,485.19
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0161	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	39,645.48	E20066
		EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-3,775.76	E20066
		EXPANSION BEARING, TFE TYPE
0162	6005.83	FIXED BEARING
		S.P. Initial Payment	5,219.13	E20066
		FIXED BEARING
0166	6071.13	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-40,000.00	010666
		STEEL SUPERSTRUCTURE
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,803.04	1554
		EPOXY COATED RE-STEEL
		Total for estimate 0022:	-2,714.19
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0068	4163.25	REINFORCING STEEL
		S.P. Initial Payment	1,122.90	1877
		REINFORCING STEEL
0161	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-14,159.10	E20066
		EXPANSION BEARING, TFE TYPE
0166	6071.13	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-192,000.00	010666
		STEEL SUPERSTRUCTURE
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,384.38	1554
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-10,819.17	1555
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-13,661.76	1565
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-10,295.91	1566
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-1,783.53	1806
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-7,626.60	1805
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-4,785.21	1809
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	1,902.66	1875
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	6,402.81	1876
		EPOXY COATED RE-STEEL
0266	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	3,968.34	1874
		EPOXY COATED RE-STEEL
0275	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	3,459.33	1874
		EPOXY COATED RE-STEEL
0285	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,337.00	1874
		EPOXY COATED RE-STEEL
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,656.20	1874
		EPOXY COATED RE-STEEL
		Total for estimate 0023:	-237,666.42
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0161	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-8,495.46	E20066
		EXPANSION BEARING, TFE TYPE
0166	6071.13	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-168,000.00	010666
		STEEL SUPERSTRUCTURE
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,761.78	1809
		EPOXY COATED RE-STEEL
0173	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Adjustment	-21,944.52	011720
		HP 360mmX 132 Kg STEEL PILING
		Total for estimate 0024:	-203,201.76
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0069	4165.11	RAILING
		S.P. Initial Payment	4,450.60	19621
		RAILING
0161	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-6,607.58	E20066
		EXPANSION BEARING, TFE TYPE
0162	6005.83	FIXED BEARING
		S.P. Adjustment	-5,219.13	E20066
		FIXED BEARING
0166	6071.13	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-80,000.00	010666
		STEEL SUPERSTRUCTURE
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,953.68	1809
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-7,339.95	1808
		EPOXY COATED RE-STEEL
0170	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-4,224.48	012868
		HP 250X62 Kg STEEL PILING
0171	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-9,739.33	010769
		HP 310mmX79 Kg STEEL PILING
0173	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Adjustment	-17,933.68	011720
		HP 360mmX 132 Kg STEEL PILING
0175	6390.56	METAL RAILING
		S.P. Initial Payment	73,296.00	19621
		METAL RAILING
0209	6390.55	METAL RAILING
		S.P. Initial Payment	10,805.20	19621
		METAL RAILING
0210	6406.05	METAL HANDRAIL
		S.P. Initial Payment	1,750.00	19621
		METAL HANDRAIL
		Total for estimate 0025:	-43,716.03
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0142	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-2,610.60	1805
		EPOXY STEEL FOR PVMT APPROACH
0161	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-6,607.58	E20066
		EXPANSION BEARING, TFE TYPE
0166	6071.13	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-40,000.00	010666
		STEEL SUPERSTRUCTURE
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-5,127.66	1808
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-237.75	1875
		EPOXY COATED RE-STEEL
		Total for estimate 0026:	-54,583.59
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0166	6071.13	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-32,000.00	010666
		STEEL SUPERSTRUCTURE
0266	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-974.70	1874
		EPOXY COATED RE-STEEL
0333	A030.04	SERVICE DISCONNECT PEDESTAL
		S.P. Adjustment	-1,825.00	01-244
		SERVICE DISCONNECT PEDESTAL
		Total for estimate 0027:	-34,799.70
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0068	4163.25	REINFORCING STEEL
		S.P. Adjustment	-1,122.90	1877
		REINFORCING STEEL
0142	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	3,926.73	2096
		EPOXY STEEL FOR PVMT APPROACH
0143	4048.95	PRECAST CONCRETE POST
		S.P. Initial Payment	50,844.54	3493

		S.P. Adjustment	-1,753.26	3493

0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,664.91	1875
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-6,402.81	1876
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	10,305.03	2098
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-10,305.03	2098
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	11,211.33	2095
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-11,211.33	2095
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	8,588.76	2096
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-8,588.76	2096
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	10,541.01	2104
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-10,541.01	2104
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	9,973.29	2112
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-4,524.15	2112
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	195.51	2028
		EPOXY COATED RE-STEEL
0181	6610.45	STRIP SEALS
		S.P. Adjustment	-8,531.53	19625
		STRIP SEALS
		Total for estimate 0028:	40,940.51
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-5,449.14	2112
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-195.51	2028
		EPOXY COATED RE-STEEL
0256	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,084.62	1817
		EPOXY COATED STEEL
		Total for estimate 0029:	-9,729.27
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-10,519.56	3493

0160	6005.12	DECK JOINT SEAL, TYPE III
		S.P. Adjustment	-34,317.36	103687
		DECK JOINT SEAL, TYPE III
0180	6600.02	50 mm CONDUIT IN BRIDGE
		S.P. Initial Payment	9,139.22	0671753001
		50 mm CONDUIT IN BRIDGE
0256	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,028.63	1817
		EPOXY COATED STEEL
0332	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Initial Payment	1,501.46	1696197001
		LIGHTING CONTROL CENTER, R-2
4012	4012.50	JUNCTION BOX
		S.P. Initial Payment	568.20	0671759001
		JUNCTION BOX
4013	4012.50	JUNCTION BOX
		S.P. Initial Payment	221.50	0671759001
		JUNCTION BOX
		Total for estimate 0030:	-35,435.17
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-10,519.56	3493

0266	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-965.58	1874
		EPOXY COATED RE-STEEL
0275	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-226.29	1874
		EPOXY COATED RE-STEEL
0285	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-226.29	1874
		EPOXY COATED RE-STEEL
0311	A001.05	PULL BOX, TYPE PB-2
		S.P. Adjustment	-424.00	104859
		PULL BOX, TYPE PB-2
0328	A011.89	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-2,995.00	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-14-0
0330	A012.39	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-3,312.50	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-15.5-0
		Total for estimate 0031:	-18,669.22
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	4048.95	PRECAST CONCRETE POST
		S.P. Initial Payment	5,259.78	1218
		PRECAST CONC POST
0025	4048.96	PRECAST CONCRETE POST
		S.P. Initial Payment	2,629.89	1218
		PRECAST CONC POST
0040	6406.05	METAL HANDRAIL
		S.P. Initial Payment	7,219.20	19621
		METAL HAND RAIL
0065	4048.95	PRECAST CONCRETE POST
		S.P. Initial Payment	3,506.52	1218
		PRECAST CON POST
0143	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-8,766.30	3493

		S.P. Initial Payment	18,409.23	1218
		PRECAST CONC POST
0144	4048.96	PRECAST CONCRETE POST
		S.P. Initial Payment	34,188.57	1218
		PRECAST CONC POST
		S.P. Adjustment	-5,259.78	1218
		PRECAST CONC POST
0202	4048.95	PRECAST CONCRETE POST
		S.P. Initial Payment	5,259.78	1218
		PRECAST CONC POST
0203	4048.96	PRECAST CONCRETE POST
		S.P. Initial Payment	876.63	1218
		PRECAST CONC POST
0234	6390.55	METAL RAILING
		S.P. Initial Payment	3,132.00	19621
		METAL RAILING
0246	6390.55	METAL RAILING
		S.P. Initial Payment	11,852.40	19621
		METAL RAILING
0259	6390.55	METAL RAILING
		S.P. Initial Payment	214.20	19621
		METAL RAILING
0260	6390.56	METAL RAILING
		S.P. Initial Payment	4,968.00	19621
		METAL RAILING
0266	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-106.59	1874
		EPOXY COATED RE-STEEL
0275	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,003.20	1874
		EPOXY COATED RE-STEEL
0285	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-878.77	1874
		EPOXY COATED RE-STEEL
0330	A012.39	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-3,312.50	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-15.5-0
0333	A030.04	SERVICE DISCONNECT PEDESTAL
		S.P. Adjustment	-1,825.00	01-244
		SERVICE DISCONNECT PEDESTAL
0342	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-21.37	1240598676
		50 mm CONDUIT IN TRENCH
		Total for estimate 0032:	76,342.69
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0070	4165.12	RAILING
		S.P. Adjustment	-37,855.00	19621
		RAILING
0139	A001.50	PULL BOX
		S.P. Adjustment	-37,500.00	19623
		PULL BOX
0143	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-10,519.56	3493

0144	4048.96	PRECAST CONCRETE POST
		S.P. Adjustment	-6,136.41	1218
		PRECAST CONC POST
0159	6005.11	DECK JOINT SEAL, TYPE II
		S.P. Adjustment	-23,132.47	103687
		DECK JOINT SEAL, TYPE II
0174	6390.55	METAL RAILING
		S.P. Initial Payment	92,881.13	19621
		METAL RAILING
0231	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,515.01	2076
		EPOXY COATED STEEL
0266	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-471.68	1874
		EPOXY COATED RE-STEEL
		Total for estimate 0033:	-20,218.98
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-8,766.30	3493

		S.P. Adjustment	-1,753.26	1218
		PRECAST CONC POST
0144	4048.96	PRECAST CONCRETE POST
		S.P. Adjustment	-5,259.78	1218
		PRECAST CONC POST
0231	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,710.00	2076
		EPOXY COATED STEEL
0266	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-473.10	1874
		EPOXY COATED RE-STEEL
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,507.43	1874
		EPOXY COATED RE-STEEL
		Total for estimate 0034:	-20,469.87
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6390.55	METAL RAILING
		S.P. Initial Payment	10,622.40	19651
		METAL RAILING
0143	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-5,259.78	1218
		PRECAST CONC POST
0144	4048.96	PRECAST CONCRETE POST
		S.P. Adjustment	-2,629.89	1218
		PRECAST CONC POST
0174	6390.55	METAL RAILING
		S.P. Adjustment	-1,558.60	19621
		METAL RAILING
0175	6390.56	METAL RAILING
		S.P. Adjustment	-33,480.00	19621
		METAL RAILING
0220	6415.00	DRAINAGE SYSTEM
		S.P. Initial Payment	7,600.00	19622
		DRAINAGE SYSTEM
0317	A005.25	TRAFFIC SIGNAL CONTROLLER, TYPE TC-170
		S.P. Adjustment	-5,497.00	15060
		TRAF SIG CONTROL, TYPE TC-170
0330	A012.39	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-3,312.50	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-15.5-0
0332	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Adjustment	-1,501.46	1696197001
		LIGHTING CONTROL CENTER, R-2
4016	6415.00	DRAINAGE SYSTEM
		S.P. Initial Payment	4,725.00	19622
		DRAINAGE SYSTEM
4017	6415.01	DRAINAGE SYSTEM
		S.P. Initial Payment	3,200.00	19622
		DRAINAGE SYSTEM
		Total for estimate 0035:	-27,091.83
Est Nbr:	0036
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0142	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-905.16	1805
		EPOXY STEEL FOR PVMT APPROACH
		S.P. Adjustment	-257.07	2096
		EPOXY STEEL FOR PVMT APPROACH
0174	6390.55	METAL RAILING
		S.P. Adjustment	-35,963.30	19621
		METAL RAILING
0231	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-178.07	2076
		EPOXY COATED STEEL
0266	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-976.70	1874
		EPOXY COATED RE-STEEL
0275	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,037.75	1874
		EPOXY COATED RE-STEEL
0285	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,174.94	1874
		EPOXY COATED RE-STEEL
0287	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-2,557.14	012868
		HP 250X62 Kg STEEL PILING
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-76.89	1874
		EPOXY COATED RE-STEEL
0313	A002.43	EMERGENCY VEHICLE PREEMPTION SYSTEM
		S.P. Adjustment	-4,650.50	01-244
		EMERGENCY VEHICLE PREEMPT SYSTEM
0314	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-3,864.00	15068
		TRAFFIC SIGNAL, TYPE TS-1
0316	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Adjustment	-1,785.00	15068
		TRAFFIC SIGNAL,TYPE TS-1A
0318	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Adjustment	-1,806.00	15068
		PEDESTRIAN SIGNAL, TYPE PS-1
0319	A006.70	PEDESTRIAN PUSHBUTTON, TYPE PPB
		S.P. Adjustment	-117.00	15068
		PEDESTRIAN PUSHBUTTON, PPB
0328	A011.89	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-2,995.00	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-14-0
0330	A012.39	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-3,312.50	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-15.5-0
		Total for estimate 0036:	-62,657.02
Est Nbr:	0037
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-4,383.15	1218
		PRECAST CONC POST
0025	4048.96	PRECAST CONCRETE POST
		S.P. Adjustment	-1,753.26	1218
		PRECAST CONC POST
0040	6406.05	METAL HANDRAIL
		S.P. Adjustment	-7,219.20	19621
		METAL HAND RAIL
0070	4165.12	RAILING
		S.P. Adjustment	-3,955.00	19621
		RAILING
0202	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-5,259.78	1218
		PRECAST CONC POST
0203	4048.96	PRECAST CONCRETE POST
		S.P. Adjustment	-876.63	1218
		PRECAST CONC POST
0231	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-264.14	2076
		EPOXY COATED STEEL
4016	6415.00	DRAINAGE SYSTEM
		S.P. Adjustment	-4,725.00	19622
		DRAINAGE SYSTEM
		Total for estimate 0037:	-28,436.16
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-6,136.41	1218
		PRECAST CONC POST
0144	4048.96	PRECAST CONCRETE POST
		S.P. Adjustment	-2,629.89	1218
		PRECAST CONC POST
0174	6390.55	METAL RAILING
		S.P. Adjustment	-27,131.22	19621
		METAL RAILING
0231	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-171.00	2076
		EPOXY COATED STEEL
0309	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-351.00	104858
		PULL BOX, TYPE PB-1
0310	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-391.50	104858
		PULL BOX, TYPE PB-1A
0326	A011.54	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-2,407.50	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-12.5-0
		Total for estimate 0038:	-39,218.52
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0174	6390.55	METAL RAILING
		S.P. Adjustment	-14,431.50	19621
		METAL RAILING
0175	6390.56	METAL RAILING
		S.P. Adjustment	-29,520.00	19621
		METAL RAILING
0180	6600.02	50 mm CONDUIT IN BRIDGE
		S.P. Adjustment	-9,139.22	0671753001
		50 mm CONDUIT IN BRIDGE
0210	6406.05	METAL HANDRAIL
		S.P. Adjustment	-1,750.00	19621
		METAL HANDRAIL
0256	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-42.18	1817
		EPOXY COATED STEEL
		S.P. Adjustment	-49.59	1805
		EPOXY COATED STEEL
0285	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-57.00	1874
		EPOXY COATED RE-STEEL
0294	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-71.88	1874
		EPOXY COATED RE-STEEL
0309	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-351.00	104858
		PULL BOX, TYPE PB-1
0310	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-391.50	104858
		PULL BOX, TYPE PB-1A
0342	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-639.79	1240598676
		50 mm CONDUIT IN TRENCH
0366	7315.90	INSTALL OVERHEAD SIGNS
		S.P. Adjustment	-192.50	15068
		SIGN BRACKETS
0367	7320.50	STREET NAME SIGN
		S.P. Adjustment	-218.00	15068
		SIGN BRACKETS
		Total for estimate 0039:	-56,854.16
Est Nbr:	0040
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	6390.55	METAL RAILING
		S.P. Adjustment	-9,010.07	19651
		METAL RAILING
0142	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-3,593.74	2096
		EPOXY STEEL FOR PVMT APPROACH
0174	6390.55	METAL RAILING
		S.P. Adjustment	-2,559.19	19621
		METAL RAILING
0175	6390.56	METAL RAILING
		S.P. Adjustment	-9,360.00	19621
		METAL RAILING
0209	6390.55	METAL RAILING
		S.P. Adjustment	-7,378.00	19621
		METAL RAILING
		Total for estimate 0040:	-31,901.00
Est Nbr:	0041
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-876.63	1218
		PRECAST CONC POST
0031	6390.55	METAL RAILING
		S.P. Adjustment	-1,612.33	19651
		METAL RAILING
0065	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-3,506.52	1218
		PRECAST CON POST
0069	4165.11	RAILING
		S.P. Adjustment	-4,450.60	19621
		RAILING
0209	6390.55	METAL RAILING
		S.P. Adjustment	-3,427.20	19621
		METAL RAILING
0231	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-191.80	2076
		EPOXY COATED STEEL
0234	6390.55	METAL RAILING
		S.P. Adjustment	-3,132.00	19621
		METAL RAILING
0256	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-148.20	1805
		EPOXY COATED STEEL
0275	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-156.75	1874
		EPOXY COATED RE-STEEL
0309	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-175.50	104858
		PULL BOX, TYPE PB-1
0310	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-261.00	104858
		PULL BOX, TYPE PB-1A
0311	A001.05	PULL BOX, TYPE PB-2
		S.P. Adjustment	-424.00	104859
		PULL BOX, TYPE PB-2
0314	A004.00	TRAFFIC SIGNAL, TYPE TS-1
		S.P. Adjustment	-644.00	15068
		TRAFFIC SIGNAL, TYPE TS-1
0316	A004.10	TRAFFIC SIGNAL, TYPE TS-1A
		S.P. Adjustment	-595.00	15068
		TRAFFIC SIGNAL,TYPE TS-1A
0318	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Adjustment	-602.00	15068
		PEDESTRIAN SIGNAL, TYPE PS-1
0319	A006.70	PEDESTRIAN PUSHBUTTON, TYPE PPB
		S.P. Adjustment	-39.00	15068
		PEDESTRIAN PUSHBUTTON, PPB
0326	A011.54	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-2,407.50	1240598943
		C.M.A. SIGNAL& LIGHT POLE, CMP-12.5-0
0342	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-319.89	1240598676
		50 mm CONDUIT IN TRENCH
4012	4012.50	JUNCTION BOX
		S.P. Adjustment	-568.20	0671759001
		JUNCTION BOX
4013	4012.50	JUNCTION BOX
		S.P. Adjustment	-221.50	0671759001
		JUNCTION BOX
4017	6415.01	DRAINAGE SYSTEM
		S.P. Adjustment	-1,600.00	19622
		DRAINAGE SYSTEM
		Total for estimate 0041:	-25,359.62
Est Nbr:	0042
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0142	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-75.92	2096
		EPOXY STEEL FOR PVMT APPROACH
0143	4048.95	PRECAST CONCRETE POST
		S.P. Adjustment	-5,259.78	1218
		PRECAST CONC POST
0246	6390.55	METAL RAILING
		S.P. Adjustment	-5,950.00	19621
		METAL RAILING
0256	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-125.97	1805
		EPOXY COATED STEEL
0259	6390.55	METAL RAILING
		S.P. Adjustment	-214.20	19621
		METAL RAILING
0260	6390.56	METAL RAILING
		S.P. Adjustment	-4,968.00	19621
		METAL RAILING
0275	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-35.34	1874
		EPOXY COATED RE-STEEL
0315	A004.04	TRAFFIC SIGNAL, TYPE TS-1LL
		S.P. Adjustment	-1,044.00	15068
		TRAFFIC SIGNAL, TYPE TS-1LL
0366	7315.90	INSTALL OVERHEAD SIGNS
		S.P. Adjustment	-192.50	15068
		SIGN BRACKETS
0367	7320.50	STREET NAME SIGN
		S.P. Adjustment	-218.00	15068
		SIGN BRACKETS
4017	6415.01	DRAINAGE SYSTEM
		S.P. Adjustment	-1,600.00	19622
		DRAINAGE SYSTEM
		Total for estimate 0042:	-19,683.71
		Total remaining for contract:	77,104.97

			1. Contracted
			2. Current
			3. To date
Item Nbr Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6K BRIDGE AT STA. 13+33.33
4029 6004.50	73.00	0.000	0.00
EXPANSION JOINT	m	10.150	740.95
JEENE JOINT SEAL		10.150	740.95
		0.000	0.00

4030 6175.00	22.05	0.000	0.00
PILE TIPS	EACH	6.000	132.30
PILE POINTS		6.000	132.30
		0.000	0.00

4040 3900.26	31.09	0.000	0.00
ADDITIONAL COST	m2	1,850.000	57,516.50
SANDBLAST CURB		1,850.000	57,516.50
		0.000	0.00

4041 A110.02	14,945.32	0.000	0.00
REPAIR	LS	1.000	14,945.32
REPAIR ASPHALT SURFACE		1.000	14,945.32
		0.000	0.00

4053 A580.79	3,357.38	0.000	0.00
INSTALL LIGHTING UNIT	EACH	6.000	20,144.28
SINGLE LIGHT ADAPTERS FOR HISTORIC LIGHT STANDARDS, TYPE"B"		6.000	20,144.28
		6.000	20,144.28

GROUP 6K BRIDGE AT STA. 13+33.33		Contracted	0.00
		Current	93,479.35
		In place	93,479.35
		This Estimate	20,144.28

GROUP 1 GRADING
0001 L022.19	15.92	484.000	7,705.28
FABRIC SILT FENCE, TYPE OB	m	484.000	7,705.28
		0.000	0.00
		0.000	0.00

0002 0030.10	25,186.00	1.000	25,186.00
MOBILIZATION	LS	1.000	25,186.00
		1.000	25,186.00
		0.000	0.00

0003 1009.00	19,206.00	1.000	19,206.00
GENERAL CLEARING AND GRUBBING	LS	1.000	19,206.00
		1.000	19,206.00
		0.000	0.00

0004 1010.50	86.63	150.000	12,994.50
REMOVAL OF UNSUITABLE MATERIAL	m3	150.000	12,994.50
		150.000	12,994.50
		0.000	0.00

0005 1011.00	2.60	336.000	873.60
WATER	kL	336.000	873.60
		0.000	0.00
		0.000	0.00

0006 1030.00	6.42	5,084.000	32,639.28
EARTHWORK MEASURED IN EMBANKMENT	m3	5,084.000	32,639.28
		5,084.000	32,639.28
		0.000	0.00

0007 1043.61	0.36	1,245.000	448.20
GEOTEXTILE FABRIC	m2	1,245.000	448.20
		1,245.000	448.20
		0.000	0.00

0008 1101.00	3.96	8,899.000	35,240.04
REMOVE PAVEMENT	m2	8,899.000	35,240.04
		8,831.500	34,972.74
		0.000	0.00

0009 1101.25	8.20	600.000	4,920.00
SAWING PAVEMENT	m	600.000	4,920.00
		289.900	2,377.18
		0.000	0.00

0010 1101.75	3.95	298.000	1,177.10
REMOVE TEMPORARY SURFACING	m2	298.000	1,177.10
		0.000	0.00
		0.000	0.00

0011 1106.00	3.91	33.000	129.03
REMOVE DRIVEWAY	m2	33.000	129.03
		33.000	129.03
		0.000	0.00

0012 1107.00	3.96	2,071.000	8,201.16
REMOVE WALK	m2	2,071.000	8,201.16
		2,018.000	7,991.28
		200.000	792.00

0013 1114.10	45.26	131.600	5,956.22
REMOVE RETAINING WALL	m	131.600	5,956.22
		152.600	6,906.68
		0.000	0.00

0014 1122.01	3.95	52.000	205.40
REMOVE CONCRETE MEDIAN SURFACING	m2	52.000	205.40
		52.000	205.40
		0.000	0.00

0015 1124.28	1,061.00	1.000	1,061.00
REMOVE BUILDING	EACH	1.000	1,061.00
DOCK		1.000	1,061.00
		0.000	0.00

0016 1133.00	19.48	153.000	2,980.44
REMOVE TRACK	m	153.000	2,980.44
		151.300	2,947.33
		0.000	0.00

0017 1136.09	19.48	350.000	6,818.00
REMOVE	m	350.000	6,818.00
TROLLEY RAILS		404.000	7,869.92
		0.000	0.00

0018 1900.12	22,601.00	1.000	22,601.00
ASBESTOS ABATEMENT	LS	1.000	22,601.00
		1.000	22,601.00
		0.000	0.00

0019 8091.15	50.59	1,116.000	56,458.44
LIGHTWEIGHT BACKFILL	m3	1,116.000	56,458.44
		1,144.300	57,890.14
		0.000	0.00

0020 9110.01	113.00	10.000	1,130.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	1,130.00
		58.500	6,610.50
		0.000	0.00

0021 9110.03	85.00	10.000	850.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	850.00
		53.500	4,547.50
		0.000	0.00

0022 9110.07	56.00	10.000	560.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	560.00
		17.500	980.00
		0.000	0.00

GROUP 1 GRADING		Contracted	247,340.69
		Current	247,340.69
		In place	247,563.68
		This Estimate	792.00

GROUP 1A MSE WALL
0023 0030.10	10,694.00	1.000	10,694.00
MOBILIZATION	LS	1.000	10,694.00
		1.000	10,694.00
		0.000	0.00

0024 4048.95	2,468.00	6.000	14,808.00
PRECAST CONCRETE POST	EACH	6.000	14,808.00
WITH STANCHION		6.000	14,808.00
		0.000	0.00

0025 4048.96	2,020.00	3.000	6,060.00
PRECAST CONCRETE POST	EACH	3.000	6,060.00
WITH LIGHT SUPPORT		2.000	4,040.00
		0.000	0.00

0026 4095.65	225.05	66.400	14,943.32
WIRE MESH	m2	66.400	14,943.32
MSE WALL WITH CONCRETE FACING		66.400	14,943.32
		0.000	0.00

0027 4115.25	459.03	52.300	24,007.27
CLASS 47B-20 CONCRETE	m3	52.300	24,007.27
FOR BRIDGE		52.300	24,007.27
		0.000	0.00

0028 4115.26	878.80	12.000	10,545.60
CLASS 47BD-30 CONCRETE	m3	12.000	10,545.60
FOR BRIDGE		12.000	10,545.60
		0.000	0.00

0029 6107.00	55.45	69.400	3,848.23
CONCRETE SLOPE PROTECTION	m2	69.400	3,848.23
		72.500	4,020.13
		0.000	0.00

0030 6133.15	12.07	202.700	2,446.59
ANTI-GRAFFITI COATING	m2	202.700	2,446.59
		200.000	2,414.00
		0.000	0.00

0031 6390.55	307.20	44.800	13,762.56
METAL RAILING	m	44.800	13,762.56
700 mm		44.800	13,762.56
		0.000	0.00

0032 8024.75	198.45	57.000	11,311.65
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	57.000	11,311.65
		57.000	11,311.65
		0.000	0.00

GROUP 1A MSE WALL		Contracted	112,427.22
		Current	112,427.22
		In place	110,546.53
		This Estimate	0.00

GROUP 1B MSE WALL
0033 0030.10	13,121.00	1.000	13,121.00
MOBILIZATION	LS	1.000	13,121.00
		1.000	13,121.00
		0.000	0.00

0034 4095.00	204.41	322.000	65,820.02
CONCRETE FACE PANELS	m2	322.000	65,820.02
		316.000	64,593.56
		0.000	0.00

0035 4095.10	40.44	46.800	1,892.59
CONCRETE LEVELING PADS	m	46.800	1,892.59
		46.800	1,892.59
		0.000	0.00

0036 4095.20	153.55	59.100	9,074.81
COPING	m	59.100	9,074.81
		59.100	9,074.82
		0.000	0.00

0037 4350.18	28.08	140.400	3,942.43
450 mm CORRUGATED METAL PIPE	m	140.400	3,942.43
		140.400	3,942.43
		0.000	0.00

0038 6107.00	55.97	37.700	2,110.07
CONCRETE SLOPE PROTECTION	m2	37.700	2,110.07
		25.800	1,444.03
		0.000	0.00

0039 6133.15	12.07	211.100	2,547.98
ANTI-GRAFFITI COATING	m2	211.100	2,547.98
		200.000	2,414.00
		0.000	0.00

0040 6406.05	923.00	9.400	8,676.20
METAL HANDRAIL	m	9.400	8,676.20
1070 mm		9.400	8,676.20
		0.000	0.00

0041 8024.75	33.75	1,587.000	53,561.25
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	1,587.000	53,561.25
		1,551.000	52,346.25
		0.000	0.00

4003 3030.99	30.37	0.000	0.00
CRUSHED CONCRETE BASE COURSE	Mg	863.000	26,209.31
CRUSHED CONCRETE BASE FOR MSE WALL		627.390	19,053.83
		0.000	0.00

GROUP 1B MSE WALL		Contracted	160,746.35
		Current	186,955.66
		In place	176,558.71
		This Estimate	0.00

GROUP 1C MSE WALL
0042 0030.10	7,148.00	1.000	7,148.00
MOBILIZATION	LS	1.000	7,148.00
		1.000	7,148.00
		0.000	0.00

0043 4095.00	210.84	197.700	41,683.07
CONCRETE FACE PANELS	m2	197.700	41,683.07
		197.700	41,683.06
		0.000	0.00

0044 4095.10	41.50	50.300	2,087.45
CONCRETE LEVELING PADS	m	50.300	2,087.45
		50.300	2,087.45
		0.000	0.00

0045 4095.20	150.98	54.200	8,183.12
COPING	m	54.200	8,183.12
		54.200	8,183.12
		0.000	0.00

0046 4350.18	28.08	40.200	1,128.82
450 mm CORRUGATED METAL PIPE	m	40.200	1,128.82
		40.200	1,128.82
		0.000	0.00

0047 6133.15	12.09	167.300	2,022.66
ANTI-GRAFFITI COATING	m2	167.300	2,022.66
		167.300	2,022.66
		0.000	0.00

0048 8024.75	52.02	608.100	31,633.36
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	608.100	31,633.36
		608.100	31,633.36
		0.000	0.00

4002 W176.52	49.30	0.000	0.00
WATER SERVICE	m	61.000	3,007.30
25MM Copper Water Service		61.000	3,007.30
		0.000	0.00

4005 4940.10	3,681.44	0.000	0.00
LOCATE	EACH	1.000	3,681.44
LOCATE EXISTING WATERLINE		1.000	3,681.44
		0.000	0.00

GROUP 1C MSE WALL		Contracted	93,886.47
		Current	100,575.21
		In place	100,575.21
		This Estimate	0.00

GROUP 3 CONCRETE PAVEMENT
0049 L001.02	5,643.98	0.480	2,709.11
SEEDING, TYPE B	ha	0.480	2,709.11
		0.000	0.00
		0.000	0.00

0050 L010.00	6.43	963.000	6,192.09
SODDING	m2	963.000	6,192.09
		0.000	0.00
		0.000	0.00

0051 L032.75	62.00	2.400	148.80
MULCH	Mg	2.400	148.80
		0.000	0.00
		0.000	0.00

0052 0030.30	59,712.00	1.000	59,712.00
MOBILIZATION	LS	1.000	59,712.00
		1.000	59,712.00
		0.000	0.00

0053 2010.03	20.47	200.000	4,094.00
CRUSHED ROCK SURFACE COURSE	Mg	200.000	4,094.00
		269.580	5,518.30
		0.000	0.00

0054 3016.19	48.08	37.000	1,778.96
REINFORCED CONCRETE CLASS 47B-20 SIDEWALK	m2	37.000	1,778.96
300 mm		37.000	1,778.96
		0.000	0.00

0055 3016.21	30.66	130.000	3,985.80
CONCRETE CLASS 47B-20 SIDEWALKS	m2	130.000	3,985.80
		375.300	11,506.70
		126.300	3,872.36

0056 3016.23	31.83	1,736.000	55,256.88
150 mm CONCRETE CLASS 47B-20 SIDEWALKS	m2	1,736.000	55,256.88
		1,471.800	46,847.40
		0.000	0.00

0057 3016.25	31.19	22.000	686.18
CONCRETE CLASS 47B-20 SIDEWALK	m2	22.000	686.18
WITH THICKENED EDGE		0.000	0.00
		0.000	0.00

0058 3016.26	862.00	1.430	1,232.66
CONCRETE CLASS 47B-20 SIDEWALK	m3	1.430	1,232.66
CURBWALL		0.000	0.00
		0.000	0.00

0059 3017.39	42.05	31.000	1,303.55
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	31.000	1,303.55
150 mm		30.000	1,261.50
		0.000	0.00

0060 3020.26	32.80	33.000	1,082.40
CONCRETE CLASS 47B-25 DRIVEWAY	m2	33.000	1,082.40
		50.120	1,643.94
		0.000	0.00

0061 3089.80	214.00	9.000	1,926.00
FLOWABLE FILL CONCRETE	m3	9.000	1,926.00
		11.088	2,372.83
		0.000	0.00

0062 3091.10	40.18	7,221.000	290,139.78
255 mm CONCRETE PAVEMENT, CLASS 47B-SPECIAL-25	m2	7,221.000	290,139.78
		7,790.000	313,002.20
		0.000	0.00

0063 4013.01	516.00	4.000	2,064.00
TREE GRATE	EACH	4.000	2,064.00
		4.000	2,064.00
		0.000	0.00

0064 4015.00	302.37	21.000	6,349.77
ADJUST MANHOLE TO GRADE	EACH	21.000	6,349.77
		19.000	5,745.03
		4.000	1,209.48

0065 4048.95	2,595.00	4.000	10,380.00
PRECAST CONCRETE POST	EACH	4.000	10,380.00
WITH STANCHIONS		4.000	10,380.00
		0.000	0.00

0066 4094.01	122.00	2.200	268.40
CMU WALL	m2	2.200	268.40
200 mm		5.700	695.40
		0.000	0.00

0067 4115.25	357.82	57.700	20,646.21
CLASS 47B-20 CONCRETE	m3	57.700	20,646.21
FOR BRIDGE		88.000	31,488.16
		8.000	2,862.56

0068 4163.25	1.69	1,970.000	3,329.30
REINFORCING STEEL	kg	1,970.000	3,329.30
		3,602.000	6,087.38
		580.100	980.37

0069 4165.11	299.71	18.700	5,604.58
RAILING	m	18.700	5,604.58
700 mm		18.700	5,604.58
		0.000	0.00

0070 4165.12	667.05	74.000	49,361.70
RAILING	m	74.000	49,361.70
740 mm		74.000	49,361.70
		0.000	0.00

0071 4900.56	128.00	5.000	640.00
ADJUST	EACH	5.000	640.00
TREE PLANTER GRATE TO GRADE		5.000	640.00
		0.000	0.00

0072 6004.00	21.06	164.000	3,453.84
SAND FILL	m3	164.000	3,453.84
		181.200	3,816.07
		0.000	0.00

0073 6107.00	49.93	59.000	2,945.87
CONCRETE SLOPE PROTECTION	m2	59.000	2,945.87
		59.000	2,945.87
		0.000	0.00

0074 6131.50	1.33	2,334.000	3,104.22
EPOXY COATED REINFORCING STEEL	kg	2,334.000	3,104.22
		2,271.700	3,021.36
		0.000	0.00

0075 7110.54	121.91	20.000	2,438.20
1.2 m CHAIN-LINK FENCE VINYL COATED	m	20.000	2,438.20
		36.450	4,443.62
		36.450	4,443.62

0076 7115.54	254.00	2.000	508.00
END POST FOR 1.2 METER CHAIN-LINK FENCE VINYL COATED	EACH	2.000	508.00
		6.000	1,524.00
		4.000	1,016.00

0077 7116.54	322.00	1.000	322.00
CORNER POST FOR 1.2 METER CHAIN-LINK FENCE VINYL COATED	EACH	1.000	322.00
		1.000	322.00
		1.000	322.00

0078 7500.32	254.00	6.000	1,524.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	6.000	1,524.00
		0.000	0.00
		0.000	0.00

0079 7502.14	9.03	204.200	1,843.93
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	204.200	1,843.93
		0.000	0.00
		0.000	0.00

0080 7503.14	9.03	1,103.500	9,964.61
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	1,103.500	9,964.61
		0.000	0.00
		0.000	0.00

0081 7512.14	54.18	150.000	8,127.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	150.000	8,127.00
		0.000	0.00
		0.000	0.00

0082 9000.01	91.11	190.000	17,310.90
ASPHALTIC CONCRETE	Mg	190.000	17,310.90
		80.410	7,326.15
		0.000	0.00

0083 9111.00	2.82	98.000	276.36
WATER	kL	98.000	276.36
		0.000	0.00
		0.000	0.00

0084 9173.20	2.17	7,805.000	16,936.85
SUBGRADE PREPARATION	m2	7,805.000	16,936.85
		8,300.000	18,011.00
		0.000	0.00

3001 1137.50	1,512.37	0.000	0.00
REMOVE AND RESET	LS	1.000	1,512.37
REMOVE AND RESET PAVING FORMS		1.000	1,512.37
		0.000	0.00

4035 3014.12	43.69	0.000	0.00
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	75.000	3,276.75
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER		91.350	3,991.08
		0.000	0.00

4037 4976.05	2,712.42	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,712.42
REPLACE BRICK SIDEWALK STA. 8+71.4, 13.8 M LT.		1.000	2,712.42
		0.000	0.00

4038 4976.05	8,983.71	0.000	0.00
ADDITIONAL WORK	LS	1.000	8,983.71
BACKFILL EXISTING VAULT @ 1015 SOUTH 10 TH. ST.		1.000	8,983.71
		0.000	0.00

4050 1137.51	107.03	0.000	0.00
REMOVE AND RESET	EACH	1.000	107.03
REMOVE AND RE-SET METAL RALING		1.000	107.03
		1.000	107.03

4051 3970.05	302.22	0.000	0.00
REPAIR	LS	1.000	302.22
REPAIR RETAINING WALL		1.000	302.22
		1.000	302.22

GROUP 3 CONCRETE PAVEMENT		Contracted	597,647.94
		Current	614,542.44
		In place	614,728.98
		This Estimate	15,115.64

GROUP 4 CULVERTS
0085 W176.12	73.82	19.600	1,446.87
50 mm COPPER WATER SERVICE	m	19.600	1,446.87
		18.300	1,350.91
		0.000	0.00

0086 W176.15	83.25	50.600	4,212.45
75 mm COPPER WATER SERVICE	m	0.000	0.00
		0.000	0.00
		0.000	0.00

0087 W601.10	542.00	7.000	3,794.00
RECONSTRUCT VALVE BOX	EACH	7.000	3,794.00
		2.000	1,084.00
		0.000	0.00

0088 W725.00	339.00	4.000	1,356.00
RECONNECT WATER SERVICE	EACH	4.000	1,356.00
		4.000	1,356.00
		0.000	0.00

0089 0030.40	28,188.00	1.000	28,188.00
MOBILIZATION	LS	1.000	28,188.00
		1.000	28,188.00
		0.000	0.00

0090 1117.00	1,129.00	5.000	5,645.00
REMOVE MANHOLE	EACH	5.000	5,645.00
		5.000	5,645.00
		0.000	0.00

0091 1119.00	112.88	14.000	1,580.32
REMOVE INLET	EACH	14.000	1,580.32
		14.000	1,580.32
		0.000	0.00

0092 4002.00	2.20	114.000	250.80
CAST IRON COVER AND FRAME	kg	114.000	250.80
		181.000	398.20
		0.000	0.00

0093 4005.00	1.21	2,782.000	3,366.22
CAST IRON RING AND COVER	kg	2,782.000	3,366.22
		2,312.000	2,797.52
		0.000	0.00

0094 4012.01	2,120.00	9.000	19,080.00
INLET	EACH	9.000	19,080.00
TYPE AA DOUBLE		9.000	19,080.00
		0.000	0.00

0095 4012.02	1,867.00	2.000	3,734.00
INLET	EACH	2.000	3,734.00
TYPE AA DOUBLE (ALTERNATE)		1.000	1,867.00
		0.000	0.00

0096 4014.70	302.00	3.000	906.00
ADJUSTING INLET TO GRADE	EACH	3.000	906.00
		4.000	1,208.00
		0.000	0.00

0097 4015.50	583.00	5.000	2,915.00
RECONSTRUCT MANHOLE	EACH	5.000	2,915.00
		2.000	1,166.00
		0.000	0.00

0098 4016.00	3,403.00	1.000	3,403.00
MANHOLE	EACH	1.000	3,403.00
AT STA. 9+94 RT.		1.000	3,403.00
		0.000	0.00

0099 4016.01	3,138.00	1.000	3,138.00
MANHOLE	EACH	1.000	3,138.00
AT STA. 10+25.5 LT.		1.000	3,138.00
		0.000	0.00

0100 4016.02	5,885.00	1.000	5,885.00
MANHOLE	EACH	1.000	5,885.00
AT STA. 10+80.2		0.000	0.00
		0.000	0.00

0101 4016.03	3,914.00	1.000	3,914.00
MANHOLE	EACH	0.000	0.00
AT STA. 10+82.8 LT.		0.000	0.00
		0.000	0.00

0102 4016.04	5,447.00	1.000	5,447.00
MANHOLE	EACH	0.000	0.00
AT STA. 11+20.9 LT.		0.000	0.00
		0.000	0.00

0103 4016.05	4,380.00	1.000	4,380.00
MANHOLE	EACH	0.000	0.00
AT STA. 11+27.7 LT.		0.000	0.00
		0.000	0.00

0104 4016.06	3,208.00	1.000	3,208.00
MANHOLE	EACH	0.000	0.00
AT STA. 12+24.3 LT.		0.000	0.00
		0.000	0.00

0105 4016.07	2,356.00	1.000	2,356.00
MANHOLE	EACH	1.000	2,356.00
AT STA. 12+44.5 RT.		0.000	0.00
		0.000	0.00

0106 4016.08	2,501.00	1.000	2,501.00
MANHOLE	EACH	0.000	0.00
AT STA. 12+85 LT.		0.000	0.00
		0.000	0.00

0107 4016.09	3,208.00	1.000	3,208.00
MANHOLE	EACH	1.000	3,208.00
AT STA. 13+57		1.000	3,208.00
		0.000	0.00

0108 4016.10	2,079.00	1.000	2,079.00
MANHOLE	EACH	1.000	2,079.00
AT STA. 14+15.5		1.000	2,079.00
		0.000	0.00

0109 4016.11	1,196.00	1.000	1,196.00
MANHOLE	EACH	1.000	1,196.00
AT STA. 14+59.6 LT.		1.000	1,196.00
		0.000	0.00

0110 4016.12	2,624.00	1.000	2,624.00
MANHOLE	EACH	1.000	2,624.00
AT STA. 109+83.8 LT.		1.000	2,624.00
		0.000	0.00

0111 4016.13	3,731.00	1.000	3,731.00
MANHOLE	EACH	1.000	3,731.00
AT STA. 400+34.4 RT.		1.000	3,731.00
		0.000	0.00

0112 4016.14	2,192.00	1.000	2,192.00
MANHOLE	EACH	1.000	2,192.00
AT STA. 400+52.1 RT.		1.000	2,192.00
		0.000	0.00

0113 4016.20	3,908.00	1.000	3,908.00
MANHOLE	EACH	1.000	3,908.00
AT STA. 10+05-15 m LT.		1.000	3,908.00
		0.000	0.00

0114 4018.00	1,042.15	16.000	16,674.40
TAPPING EXISTING STRUCTURE	EACH	16.000	16,674.40
		5.000	5,210.75
		1.000	1,042.15

0115 4043.50	39.73	235.000	9,336.55
REMOVE SEWER PIPE	m	235.000	9,336.55
		125.880	5,001.21
		0.000	0.00

0116 4105.59	491.00	6.240	3,063.84
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	6.240	3,063.84
		2.000	982.00
		0.000	0.00

0117 4130.06	4,749.21	0.140	664.89
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.140	664.89
		0.400	1,899.68
		0.000	0.00

0118 4155.50	0.70	281.000	196.70
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	281.000	196.70
		76.000	53.20
		0.000	0.00

0119 4180.00	707.00	3.000	2,121.00
CONCRETE COLLAR	EACH	3.000	2,121.00
		2.000	1,414.00
		0.000	0.00

0120 4600.12	101.64	264.500	26,883.78
300 mm REINFORCED CONCRETE SEWER PIPE	m	0.000	0.00
		0.000	0.00
		0.000	0.00

0121 4600.15	95.34	230.900	22,014.01
375 mm REINFORCED CONCRETE SEWER PIPE	m	230.900	22,014.01
		216.100	20,602.97
		0.000	0.00

0122 4600.18	162.53	75.500	12,271.02
450 mm REINFORCED CONCRETE SEWER PIPE	m	75.500	12,271.02
		67.100	10,905.77
		0.000	0.00

0123 4600.24	140.82	13.500	1,901.07
600 mm REINFORCED CONCRETE SEWER PIPE	m	13.500	1,901.07
		27.400	3,858.47
		0.000	0.00

0124 4600.30	247.30	213.100	52,699.63
750 mm REINFORCED CONCRETE SEWER PIPE	m	0.000	0.00
COMBINED		0.000	0.00
		0.000	0.00

0125 4601.30	209.06	20.000	4,181.20
750 mm REINFORCED CONCRETE SEWER PIPE CLASS IV	m	0.000	0.00
COMBINED		0.000	0.00
		0.000	0.00

0126 4602.30	621.27	66.500	41,314.46
750 mm REINFORCED CONCRETE SEWER PIPE CLASS V	m	0.000	0.00
COMBINED		0.000	0.00
		0.000	0.00

0127 4670.00	16.94	384.500	6,513.43
CULVERT SANDFILL	m	384.500	6,513.43
		102.200	1,731.27
		0.000	0.00

0128 4762.04	46.70	34.300	1,601.81
100 mm DUCTILE IRON SEWER PIPE	m	34.300	1,601.81
		70.000	3,269.00
		0.000	0.00

0129 4762.06	65.24	30.300	1,976.77
150 mm DUCTILE IRON SEWER PIPE	m	30.300	1,976.77
		27.000	1,761.48
		0.000	0.00

0130 4762.08	84.00	4.000	336.00
200 mm DUCTILE IRON SEWER PIPE	m	4.000	336.00
		0.000	0.00
		0.000	0.00

0131 4762.24	1,416.31	19.000	26,909.89
600 mm DUCTILE IRON SEWER PIPE	m	19.000	26,909.89
		15.600	22,094.44
		0.000	0.00

0132 4795.02	525.34	22.000	11,557.48
REINFORCED CONCRETE WYE	EACH	7.000	3,677.38
750 mm X 300 mm		0.000	0.00
		0.000	0.00

0133 4822.30	732.59	20.000	14,651.80
JACKING 750 mm REINFORCED CONCRETE SEWER PIPE, CLASS IV	m	0.000	0.00
		0.000	0.00
		0.000	0.00

0134 4900.05	481.76	56.000	26,978.56
CURED IN PLACE PIPE	m	0.000	0.00
600 mm		0.000	0.00
		0.000	0.00

0135 4900.21	172.00	7.000	1,204.00
CATCH BASIN	EACH	7.000	1,204.00
		0.000	0.00
		0.000	0.00

0136 4900.57	128.63	99.500	12,798.69
CONNECT	m	99.500	12,798.69
EXISTING SEWER LATERAL		0.000	0.00
		0.000	0.00

0137 4900.58	1.00	5.000	5.00
RECONNECT	EACH	5.000	5.00
GAS SERVICE		0.000	0.00
		0.000	0.00

0138 4900.59	282.00	1.000	282.00
REINSTATE	EACH	1.000	282.00
SERVICE CONNECTION		10.000	2,820.00
		0.000	0.00

4001 W800.91	257.05	0.000	0.00
BORING	m	20.000	5,141.00
255 MM STEEL CASING-BORED		20.000	5,141.00
		0.000	0.00

4006 4016.01	3,270.00	0.000	0.00
MANHOLE	EACH	1.000	3,270.00
RE-BUILD EXISTING MANHOLE AT STA. 10+00.5		1.000	3,270.00
		0.000	0.00

4008 1136.09	71.7674	0.000	0.00
REMOVE	m	73.153	5,250.00
REMOVE ASBESTOS @ POST OFFICE ANNEX		73.153	5,250.00
		0.000	0.00

4014 4900.05	458.82	0.000	0.00
CURED IN PLACE PIPE	m	322.000	147,740.04
CURED IN PLACE PIPE (REVISED)		322.000	147,740.04
		0.000	0.00

4028 W176.70	2,291.42	0.000	0.00
WATER SERVICE CONNECTION	EACH	1.000	2,291.42
REINSTALL WATER SERVICE AT 1002 SOUTH 10 TH. STREET		1.000	2,291.42
		0.000	0.00

4031 W176.70	2,724.75	0.000	0.00
WATER SERVICE CONNECTION	EACH	1.000	2,724.75
REINSTALL WATER SERVICE (BORED)		1.000	2,724.75
		0.000	0.00

4036 W176.50	1,158.68	0.000	0.00
WATER SERVICE	LS	1.000	1,158.68
WATER SERVICE TO 1022 JACKSON STREET		1.000	1,158.68
		0.000	0.00

4044 W760.03	1,454.25	0.000	0.00
WATER MAIN RELOCATION	EACH	1.000	1,454.25
RELOCATE WATER SERVICE TO 1015 SOUTH 10 TH. STREET		1.000	1,454.25
		0.000	0.00

4045 W760.03	2,037.00	0.000	0.00
WATER MAIN RELOCATION	EACH	1.000	2,037.00
RELOCATE WATER SERVICE TO 1017-1019 SOUTH 10 TH. STREET		1.000	2,037.00
		0.000	0.00

4046 W176.50	2,891.00	0.000	0.00
WATER SERVICE	LS	1.000	2,891.00
Replace Water Service At 1001 South 10 Th. Street, Rt.		1.000	2,891.00
		1.000	2,891.00

4047 W176.50	1,531.13	0.000	0.00
WATER SERVICE	LS	1.000	1,531.13
Replace Water Service At 1012 South 10 Th. Street,Lt.		1.000	1,531.13
		1.000	1,531.13

4048 W176.50	1,347.27	0.000	0.00
WATER SERVICE	LS	1.000	1,347.27
Replace Water Service At 1006 South 10 Th. Street,Lt.(#1)		0.000	0.00
		0.000	0.00

4049 W176.50	1,345.85	0.000	0.00
WATER SERVICE	LS	1.000	1,345.85
Replace Water Service At 1006 South 10 Th. Street,Lt.(#2)		0.000	0.00
		0.000	0.00

GROUP 4 CULVERTS		Contracted	427,782.62
		Current	407,713.04
		In place	348,293.46
		This Estimate	5,464.28

GROUP 6 BRIDGE AT STA. 12+17.6
0139 A001.50	18,497.00	3.000	55,491.00
PULL BOX	EACH	3.000	55,491.00
UTILITY		3.000	55,491.00
		0.000	0.00

0140 0030.60	756,352.00	1.000	756,352.00
MOBILIZATION	LS	1.000	756,352.00
		1.000	756,352.00
		0.000	0.00

0141 3050.15	211.85	231.600	49,064.46
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	231.600	49,064.46
		231.600	49,064.47
		19.200	4,067.52

0142 3051.10	1.32	13,503.000	17,823.96
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	13,503.000	17,823.96
		13,503.000	17,823.96
		579.200	764.54

0143 4048.95	2,468.48	79.000	195,009.92
PRECAST CONCRETE POST	EACH	79.000	195,009.92
WITH STANCHION		79.000	195,009.92
		6.000	14,810.88

0144 4048.96	1,963.09	39.000	76,560.51
PRECAST CONCRETE POST	EACH	39.000	76,560.51
WITH LIGHT SUPPORT		40.000	78,523.60
		0.000	0.00

0145 6000.10	2,254.00	1.000	2,254.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,254.00
		1.000	2,254.00
		0.000	0.00

0146 6000.11	2,254.00	1.000	2,254.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,254.00
		1.000	2,254.00
		0.000	0.00

0147 6000.22	5,287.00	1.000	5,287.00
PIER NO.3 EXCAVATION	LS	1.000	5,287.00
		1.000	5,287.00
		0.000	0.00

0148 6000.25	4,889.00	1.000	4,889.00
PIER NO.6 EXCAVATION	LS	1.000	4,889.00
		1.000	4,889.00
		0.000	0.00

0149 6000.26	4,415.00	1.000	4,415.00
PIER NO.7 EXCAVATION	LS	1.000	4,415.00
		1.000	4,415.00
		0.000	0.00

0150 6000.27	4,415.00	1.000	4,415.00
PIER NO.8 EXCAVATION	LS	1.000	4,415.00
		1.000	4,415.00
		0.000	0.00

0151 6000.28	4,415.00	1.000	4,415.00
PIER NO.9 EXCAVATION	LS	1.000	4,415.00
		1.000	4,415.00
		0.000	0.00

0152 6000.29	3,850.00	1.000	3,850.00
PIER NO.10 EXCAVATION	LS	1.000	3,850.00
		1.000	3,850.00
		0.000	0.00

0153 6000.30	4,415.00	1.000	4,415.00
PIER NO.11 EXCAVATION	LS	1.000	4,415.00
		1.000	4,415.00
		0.000	0.00

0154 6000.31	4,415.00	1.000	4,415.00
PIER NO.12 EXCAVATION	LS	1.000	4,415.00
		1.000	4,415.00
		0.000	0.00

0155 6001.00	1,262.00	1.000	1,262.00
BENT NO.1 EXCAVATION	LS	1.000	1,262.00
		1.000	1,262.00
		0.000	0.00

0156 6001.01	1,262.00	1.000	1,262.00
BENT NO.2 EXCAVATION	LS	1.000	1,262.00
		1.000	1,262.00
		0.000	0.00

0157 6001.03	1,224.00	1.000	1,224.00
BENT NO.4 EXCAVATION	LS	1.000	1,224.00
		1.000	1,224.00
		0.000	0.00

0158 6001.04	1,224.00	1.000	1,224.00
BENT NO.5 EXCAVATION	LS	1.000	1,224.00
		1.000	1,224.00
		0.000	0.00

0159 6005.11	1,493.33	16.300	24,341.28
DECK JOINT SEAL, TYPE II	m	16.300	24,341.28
		16.300	24,341.28
		0.000	0.00

0160 6005.12	2,449.66	16.300	39,929.46
DECK JOINT SEAL, TYPE III	m	16.300	39,929.46
		16.300	39,929.46
		0.000	0.00

0161 6005.78	1,420.04	109.000	154,784.36
EXPANSION BEARING, TFE TYPE	EACH	109.000	154,784.36
		109.000	154,784.36
		0.000	0.00

0162 6005.83	1,344.41	17.000	22,854.97
FIXED BEARING	EACH	17.000	22,854.97
		17.000	22,854.97
		0.000	0.00

0163 6010.22	286.17	2,475.700	708,471.07
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	2,475.700	708,471.07
		2,475.700	708,471.08
		0.000	0.00

0164 6010.26	300.70	2,627.100	789,968.97
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	2,627.100	789,968.97
		2,627.100	789,968.97
		0.000	0.00

0165 6040.00	1,021,985.00	1.000	1,021,985.00
REMOVE STRUCTURE	EACH	1.000	1,021,985.00
AT STA. 12+17		1.000	1,021,985.01
		0.000	0.00

0166 6071.13	2,251,679.00	1.000	2,251,679.00
STEEL SUPERSTRUCTURE	LS	1.000	2,251,679.00
AT STA. 12+17.6		1.000	2,251,679.00
		0.000	0.00

0167 6131.50	1.32	442,402.000	583,970.64
EPOXY COATED REINFORCING STEEL	kg	442,402.000	583,970.64
		446,710.000	589,657.20
		0.000	0.00

0168 6133.15	12.07	2,654.700	32,042.23
ANTI-GRAFFITI COATING	m2	2,654.700	32,042.23
		2,459.000	29,680.13
		0.000	0.00

0169 6139.50	11.21	128.000	1,434.88
SUBSURFACE DRAINAGE MATTING	m2	128.000	1,434.88
		128.000	1,434.88
		0.000	0.00

0170 6210.12	66.16	444.800	29,427.97
HP 250 mm X 62 kg STEEL PILING	m	444.800	29,427.97
		409.189	27,071.94
		0.000	0.00

0171 6210.14	74.92	768.000	57,538.56
HP 310 mm X 79 kg STEEL PILING	m	768.000	57,538.56
		717.590	53,761.84
		0.000	0.00

0172 6210.18	85.62	2,215.000	189,648.30
HP 310 mm X 110 kg STEEL PILING	m	2,215.000	189,648.30
		2,206.774	188,943.99
		0.000	0.00

0173 6210.21	99.51	2,987.400	297,276.17
HP 360 mm X 132 kg STEEL PILING	m	2,987.400	297,276.17
		2,743.282	272,984.00
		0.000	0.00

0174 6390.55	300.25	482.700	144,930.67
METAL RAILING	m	482.700	144,930.67
700 mm		424.300	127,396.09
		0.000	0.00

0175 6390.56	437.97	203.600	89,170.69
METAL RAILING	m	203.600	89,170.69
1800 mm		201.000	88,031.97
		0.000	0.00

0176 6406.05	917.08	25.800	23,660.66
METAL HANDRAIL	m	25.800	23,660.66
1070 mm		25.800	23,660.66
		0.000	0.00

0177 6415.00	109,006.00	1.000	109,006.00
DRAINAGE SYSTEM	EACH	0.000	0.00
AT STA. 12+17.6		0.000	0.00
		0.000	0.00

0178 6510.51	25,527.00	1.000	25,527.00
TEMPORARY BRIDGE SHORING	LS	1.000	25,527.00
		1.000	25,527.00
		0.000	0.00

0179 6510.65	6,327.00	1.000	6,327.00
BRIDGE SHORING	LS	1.000	6,327.00
		1.000	6,327.00
		0.000	0.00

0180 6600.02	37.25	2,125.400	79,171.15
50 mm CONDUIT IN BRIDGE	m	2,125.400	79,171.15
		2,125.400	79,171.15
		0.000	0.00

0181 6610.45	392.56	31.610	12,408.82
STRIP SEALS	m	31.610	12,408.82
		31.610	12,408.82
		0.000	0.00

0182 8091.00	16.70	371.000	6,195.70
GRANULAR BACKFILL	m3	371.000	6,195.70
		371.000	6,195.70
		0.000	0.00

2054 5100.00	6,894.77	0.000	0.00
REMOVAL OF EXISTING STRUCTURES	EACH	1.000	6,894.77
REMOVE EXISTING TUNNEL STRUCTURE AT STA. 13+13, LT. & RT.		1.000	6,894.77
		1.000	6,894.77

4004 A580.92	3,828.30	0.000	0.00
INSTALL	LS	1.000	3,828.30
SCAFFOLDING FOR AMTRACK LOADING PLATEFORM		1.000	3,828.30
		0.000	0.00

4015 6415.01	114,641.00	0.000	0.00
DRAINAGE SYSTEM	EACH	1.000	114,641.00
DRAINAGE SYSTEM AT STA. 12+17.6 (REVISED)		1.000	114,641.00
		0.000	0.00

4018 6960.02	2,814.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,814.00
BLAST AND PRIME PERMANENT SHORING AT STA. 10+14.8, RT.		1.000	2,814.00
		0.000	0.00

4019 W202.12	107.61	0.000	0.00
200 mm P.V.C. PIPE AND FITTINGS	m	260.000	27,978.60
200 MM PVC (SDR-35) INCLUDING BEDDING		179.600	19,326.76
		158.000	17,002.38

4020 W356.16	545.70	0.000	0.00
200 mm X 200 mm TEE	EACH	22.000	12,005.40
200 MM INSERT-A-TEE		3.000	1,637.10
		3.000	1,637.10

4021 A580.94	17.66	0.000	0.00
INSTALL	EACH	22.000	388.52
200 MM FERNCO COUPLER		14.000	247.24
		12.000	211.92

4022 3089.80	106.80	0.000	0.00
FLOWABLE FILL CONCRETE	m3	34.000	3,631.20
FLOWABLE FILL		2.280	243.50
		2.280	243.50

4039 A001.50	4,317.60	0.000	0.00
PULL BOX	EACH	1.000	4,317.60
RETURN AND REFABRICATE ELECTRICAL PULL BOXES		1.000	4,317.60
		0.000	0.00

4042 A580.92	6,713.03	0.000	0.00
INSTALL	LS	1.000	6,713.03
PEDESTRIAN LIGHTING AT AMTRAK LOADING PLATFORM		1.000	6,713.03
		0.000	0.00

4043 1136.10	2,468.65	0.000	0.00
REMOVE	LS	1.000	2,468.65
REMOVE EXISTING SIDEWALK BEHIND RETAINING WALL "A"		1.000	2,468.65
		0.000	0.00

410 6210.32	39.696	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	15.030	596.63
PAY CUT-OFF HP 250 mm X 62 Kg STEEL PILING		0.000	0.00
		0.000	0.00

411 6210.34	44.952	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	14.560	654.50
PAY CUT-OFF HP 310 mm X 79 KG STEEL PILING		28.874	1,297.94
		0.000	0.00

6002 6210.68	51.372	0.000	0.00
PAY CUT-OFF FOR 310 mm X 110 kg STEEL PILING	m	32.470	1,668.05
PAY CUT-OFF 310mm X 110 Kg STEEL PILING		100.446	5,160.12
		0.000	0.00

6003 6210.59	59.706	0.000	0.00
PAY CUT-OFF	m	4.558	272.14
PAY CUT-OFF HP 360mm X 132 Kg STEEL PILING		167.480	9,999.56
		0.000	0.00

GROUP 6 BRIDGE AT STA. 12+17.6		Contracted	7,897,633.41
		Current	7,977,499.80
		In place	7,923,702.02
		This Estimate	45,632.61

GROUP 6A BRIDGE AT STA. 300+75.034
0183 0030.60	70,282.00	1.000	70,282.00
MOBILIZATION	LS	1.000	70,282.00
		1.000	70,282.00
		0.000	0.00

0184 3050.15	243.98	106.100	25,886.28
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	106.100	25,886.28
		106.100	25,886.28
		0.000	0.00

0185 3051.10	1.32	10,725.000	14,157.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,725.000	14,157.00
		10,725.000	14,157.00
		0.000	0.00

0186 4095.60	254.03	479.300	121,756.58
PRECAST CONCRETE FASCIA PANEL	m2	479.300	121,756.58
		475.000	120,664.25
		0.000	0.00

0187 6000.10	705.00	1.000	705.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	705.00
		1.000	705.00
		0.000	0.00

0188 6005.78	756.00	4.000	3,024.00
EXPANSION BEARING, TFE TYPE	EACH	4.000	3,024.00
		4.000	3,024.00
		0.000	0.00

0189 6010.22	244.85	12.700	3,109.60
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	12.700	3,109.60
		12.700	3,109.60
		0.000	0.00

0190 6010.26	464.28	221.200	102,698.74
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	221.200	102,698.74
		221.200	102,698.74
		0.000	0.00

0191 6071.12	214,518.00	1.000	214,518.00
STEEL SUPERSTRUCTURE	LS	1.000	214,518.00
AT STA. 300+75.034		1.000	214,518.00
		0.000	0.00

0192 6080.00	3.41	34,499.000	117,641.59
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	34,499.000	117,641.59
		38,000.000	129,580.00
		0.000	0.00

0193 6107.00	64.00	8.200	524.80
CONCRETE SLOPE PROTECTION	m2	8.200	524.80
		8.200	524.80
		0.000	0.00

0194 6131.50	1.32	28,639.000	37,803.48
EPOXY COATED REINFORCING STEEL	kg	28,639.000	37,803.48
		28,639.000	37,803.48
		0.000	0.00

0195 6139.50	11.36	11.500	130.64
SUBSURFACE DRAINAGE MATTING	m2	11.500	130.64
		11.500	130.64
		0.000	0.00

0196 6210.12	56.75	329.100	18,676.43
HP 250 mm X 62 kg STEEL PILING	m	329.100	18,676.43
		314.677	17,857.92
		0.000	0.00

0197 6210.19	98.52	736.700	72,579.68
HP 310 mm X 125 kg STEEL PILING	m	736.700	72,579.68
		703.000	69,259.56
		0.000	0.00

0198 6451.05	49.67	862.300	42,830.44
PAINTING BARRIER RAIL AND FASCIA PANEL	m2	862.300	42,830.44
		862.300	42,830.44
		0.000	0.00

0199 6610.45	431.62	15.100	6,517.46
STRIP SEALS	m	15.100	6,517.46
		15.100	6,517.46
		0.000	0.00

0200 8091.00	16.74	58.000	970.92
GRANULAR BACKFILL	m3	58.000	970.92
		58.000	970.92
		0.000	0.00

4009 A700.10	3,263.80	0.000	0.00
RELOCATE ELECTRIC SERVICE	EACH	1.000	3,263.80
RELOCATE ELECTRICAL SERVICE TO MUSEUM LIGHTS		1.000	3,263.80
		0.000	0.00

4023 6451.05	38.845	0.000	0.00
PAINTING BARRIER RAIL AND FASCIA PANEL	m2	223.000	8,662.44
PAINT INTERIOR FACE OF PRE-CAST FACIA PANELS AT STA. 300+75.034		223.000	8,662.44
		0.000	0.00

6001 6210.61	113.50	0.000	0.00
PILE SPLICE	EACH	1.000	113.50
HP 250X62 PAY SPLICE		1.000	113.50
		0.000	0.00

6004 6210.59	59.112	0.000	0.00
PAY CUT-OFF	m	21.883	1,293.55
PAY CUT-OFF HP 310mm X 125 Kg STEEL PILING		20.699	1,223.56
		0.000	0.00

6005 6210.32	34.05	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	15.023	511.53
PAY CUT-OFF HP 250mm X 62 Kg STEEL PILING		15.023	511.53
		0.000	0.00

GROUP 6A BRIDGE AT STA. 300+75.034		Contracted	853,812.63
		Current	867,657.45
		In place	874,294.92
		This Estimate	0.00

GROUP 6B BRIDGE AT STA. 9+68.923
0201 0030.60	6,829.00	1.000	6,829.00
MOBILIZATION	LS	1.000	6,829.00
		1.000	6,829.00
		0.000	0.00

0202 4048.95	2,468.00	6.000	14,808.00
PRECAST CONCRETE POST	EACH	6.000	14,808.00
WITH STANCHION		6.000	14,808.00
		0.000	0.00

0203 4048.96	1,963.00	3.000	5,889.00
PRECAST CONCRETE POST	EACH	3.000	5,889.00
WITH LIGHT SUPPORT		3.000	5,889.00
		0.000	0.00

0204 4115.25	325.59	59.200	19,274.93
CLASS 47B-20 CONCRETE	m3	59.200	19,274.93
FOR BRIDGE		64.900	21,130.80
		0.000	0.00

0205 4115.26	552.81	10.800	5,970.35
CLASS 47BD-30 CONCRETE	m3	10.800	5,970.35
FOR BRIDGE		10.800	5,970.35
		0.000	0.00

0206 6131.50	1.32	5,032.000	6,642.24
EPOXY COATED REINFORCING STEEL	kg	5,032.000	6,642.24
		5,166.000	6,819.12
		0.000	0.00

0207 6133.15	12.07	188.300	2,272.78
ANTI-GRAFFITI COATING	m2	188.300	2,272.78
		180.000	2,172.60
		0.000	0.00

0208 6139.50	18.18	106.200	1,930.72
SUBSURFACE DRAINAGE MATTING	m2	106.200	1,930.72
		100.000	1,818.00
		0.000	0.00

0209 6390.55	302.20	45.400	13,719.88
METAL RAILING	m	45.400	13,719.88
700 mm		45.400	13,719.88
		0.000	0.00

0210 6406.05	821.00	2.500	2,052.50
METAL HANDRAIL	m	2.500	2,052.50
965 mm		3.800	3,119.80
		0.000	0.00

0211 8091.00	27.53	156.000	4,294.68
GRANULAR BACKFILL	m3	156.000	4,294.68
		156.000	4,294.68
		0.000	0.00

GROUP 6B BRIDGE AT STA. 9+68.923		Contracted	83,684.07
		Current	83,684.07
		In place	86,571.23
		This Estimate	0.00

GROUP 6C BRIDGE AT STA. 9+97.95
0212 0030.60	5,412.00	1.000	5,412.00
MOBILIZATION	LS	1.000	5,412.00
		1.000	5,412.00
		0.000	0.00

0213 4115.25	1,141.00	8.400	9,584.40
CLASS 47B-20 CONCRETE	m3	8.400	9,584.40
FOR BRIDGE		8.400	9,584.40
		0.000	0.00

0214 6081.00	4.18	2,372.000	9,914.96
STRUCTURAL STEEL FOR SUPERSTRUCTURE	kg	2,372.000	9,914.96
		2,372.000	9,914.96
		0.000	0.00

0215 6131.50	1.36	597.000	811.92
EPOXY COATED REINFORCING STEEL	kg	597.000	811.92
		597.000	811.92
		0.000	0.00

0216 6133.15	12.06	22.600	272.56
ANTI-GRAFFITI COATING	m2	22.600	272.56
		0.000	0.00
		0.000	0.00

0217 6133.16	255.11	22.600	5,765.49
E.I.F. CLADDING	m2	22.600	5,765.49
		0.000	0.00
		0.000	0.00

0218 6406.05	924.16	67.200	62,103.55
METAL HANDRAIL	m	67.200	62,103.55
1070 mm		67.200	62,103.55
		0.000	0.00

0219 6406.06	105.80	17.300	1,830.34
METAL HANDRAIL	m	17.300	1,830.34
38 mm DIAMETER		17.000	1,798.60
		0.000	0.00

0220 6415.00	10,312.00	1.000	10,312.00
DRAINAGE SYSTEM	EACH	1.000	10,312.00
AT STA. 9+97.95, 11.15 m RT.		0.000	0.00
		0.000	0.00

4052 A580.95	1,175.37	0.000	0.00
INSTALL	EACH	1.000	1,175.37
BUILD CONCRETE PEDESTALS FOR BURLINGTON NORTHERN DEPOT RAMP		1.000	1,175.37
		1.000	1,175.37

GROUP 6C BRIDGE AT STA. 9+97.95		Contracted	106,007.21
		Current	107,182.58
		In place	90,800.80
		This Estimate	1,175.37

GROUP 6D BRIDGE AT STA. 10+15.445
0221 0030.60	18,174.00	1.000	18,174.00
MOBILIZATION	LS	1.000	18,174.00
		1.000	18,174.00
		0.000	0.00

0222 1010.09	1,504.00	1.000	1,504.00
SPECIAL EXCAVATION	LS	1.000	1,504.00
		1.000	1,504.00
		0.000	0.00

0223 4044.19	20,404.00	1.000	20,404.00
PREPARATION OF STRUCTURE	EACH	1.000	20,404.00
AT STA. 10+15.445, 11.791 m RT.		1.000	20,404.00
		0.500	10,202.00

0224 4048.95	2,468.00	1.000	2,468.00
PRECAST CONCRETE POST	EACH	1.000	2,468.00
WITH STANCHION		1.000	2,468.00
		0.000	0.00

0225 4048.96	1,963.00	1.000	1,963.00
PRECAST CONCRETE POST	EACH	1.000	1,963.00
WITH LIGHT SUPPORT		1.000	1,963.00
		0.000	0.00

0226 4094.01	101.30	153.100	15,509.03
CMU WALL	m2	153.100	15,509.03
200 mm		110.210	11,164.27
		104.500	10,585.85

0227 4115.25	716.33	10.800	7,736.36
CLASS 47B-20 CONCRETE	m3	10.800	7,736.36
FOR BRIDGE		10.800	7,736.36
		0.000	0.00

0228 4115.26	618.82	36.200	22,401.28
CLASS 47BD-30 CONCRETE	m3	36.200	22,401.28
FOR BRIDGE		36.200	22,401.29
		0.000	0.00

0229 6005.78	738.24	12.000	8,858.88
EXPANSION BEARING, TFE TYPE	EACH	12.000	8,858.88
		12.000	8,858.88
		0.000	0.00

0230 6081.00	4.77	8,137.000	38,813.49
STRUCTURAL STEEL FOR SUPERSTRUCTURE	kg	8,137.000	38,813.49
		8,137.000	38,813.49
		0.000	0.00

0231 6131.50	1.32	5,165.000	6,817.80
EPOXY COATED REINFORCING STEEL	kg	5,165.000	6,817.80
		5,165.000	6,817.80
		0.000	0.00

0232 6133.15	12.07	69.900	843.69
ANTI-GRAFFITI COATING	m2	69.900	843.69
		35.000	422.45
		35.000	422.45

0233 6210.12	83.11	106.800	8,876.15
HP 250 mm X 62 kg STEEL PILING	m	106.800	8,876.15
		208.100	17,295.19
		0.000	0.00

0234 6390.55	447.00	8.700	3,888.90
METAL RAILING	m	8.700	3,888.90
1800 mm		8.700	3,888.90
		0.000	0.00

0235 6406.05	881.96	12.000	10,583.52
METAL HANDRAIL	m	12.000	10,583.52
965 mm		12.000	10,583.52
		8.000	7,055.68

0236 6415.00	12,280.00	1.000	12,280.00
DRAINAGE SYSTEM	EACH	0.000	0.00
AT STA. 10+15.445, 11.791 m LT.		0.000	0.00
		0.000	0.00

0237 6600.02	45.15	12.200	550.83
50 mm CONDUIT IN BRIDGE	m	12.200	550.83
		12.200	550.83
		0.000	0.00

4016 6415.00	12,561.75	0.000	0.00
DRAINAGE SYSTEM	EACH	1.000	12,561.75
DRAINAGE SYSTEM AT STA. 10+15.445 (REVISED)		1.000	12,561.75
		0.000	0.00

GROUP 6D BRIDGE AT STA. 10+15.445		Contracted	181,672.94
		Current	181,954.69
		In place	185,607.73
		This Estimate	28,265.98

GROUP 6E BRIDGE AT STA. 14+33.905
0238 0030.60	9,225.00	1.000	9,225.00
MOBILIZATION	LS	1.000	9,225.00
		1.000	9,225.00
		1.000	9,225.00

0239 4048.95	2,468.00	6.000	14,808.00
PRECAST CONCRETE POST	EACH	6.000	14,808.00
WITH STANCHION		6.000	14,808.00
		3.000	7,404.00

0240 4048.96	1,963.00	4.000	7,852.00
PRECAST CONCRETE POST	EACH	4.000	7,852.00
WITH LIGHT SUPPORT		4.000	7,852.00
		2.000	3,926.00

0241 4115.25	320.17	97.100	31,088.51
CLASS 47B-20 CONCRETE	m3	97.100	31,088.51
FOR BRIDGE		97.100	31,088.51
		0.000	0.00

0242 4115.26	380.21	18.200	6,919.82
CLASS 47BD-30 CONCRETE	m3	18.200	6,919.82
FOR BRIDGE		18.200	6,919.82
		14.200	5,398.98

0243 6131.50	1.31	7,341.000	9,616.71
EPOXY COATED REINFORCING STEEL	kg	7,341.000	9,616.71
		7,341.000	9,616.71
		542.000	710.02

0244 6133.15	12.07	274.500	3,313.22
ANTI-GRAFFITI COATING	m2	274.500	3,313.22
		100.000	1,207.00
		100.000	1,207.00

0245 6139.50	14.74	144.000	2,122.56
SUBSURFACE DRAINAGE MATTING	m2	144.000	2,122.56
		144.000	2,122.56
		0.000	0.00

0246 6390.55	306.05	49.800	15,241.29
METAL RAILING	m	49.800	15,241.29
700 mm		25.000	7,651.25
		25.000	7,651.25

0247 8091.00	27.53	301.000	8,286.53
GRANULAR BACKFILL	m3	301.000	8,286.53
		301.000	8,286.54
		0.000	0.00

GROUP 6E BRIDGE AT STA. 14+33.905		Contracted	108,473.63
		Current	108,473.63
		In place	98,777.39
		This Estimate	35,522.25

GROUP 6F BRIDGE AT STA. 11+42.86
0248 0030.60	32,435.00	1.000	32,435.00
MOBILIZATION	LS	1.000	32,435.00
		1.000	32,435.00
		0.000	0.00

0249 1010.09	2,284.00	1.000	2,284.00
SPECIAL EXCAVATION	LS	1.000	2,284.00
		1.000	2,284.00
		-1.000	-2,284.00

0250 4044.20	70,687.00	1.000	70,687.00
PREPARATION OF STRUCTURE	EACH	1.000	70,687.00
AT STA. 11+42.86, 11.975 m RT.		1.000	70,687.00
		0.000	0.00

0251 4048.95	2,468.00	2.000	4,936.00
PRECAST CONCRETE POST	EACH	2.000	4,936.00
WITH STANCHION		2.000	4,936.00
		2.000	4,936.00

0252 4115.25	969.00	5.700	5,523.30
CLASS 47B-20 CONCRETE	m3	5.700	5,523.30
FOR BRIDGE		5.700	5,523.30
		0.000	0.00

0253 4115.26	532.29	80.900	43,062.26
CLASS 47BD-30 CONCRETE	m3	80.900	43,062.26
FOR BRIDGE		80.900	43,062.26
		3.200	1,703.33

0254 6080.00	3.15	13,133.000	41,368.95
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	13,133.000	41,368.95
		13,133.000	41,368.95
		0.000	0.00

0255 6081.00	3.09	31,260.000	96,593.40
STRUCTURAL STEEL FOR SUPERSTRUCTURE	kg	31,260.000	96,593.40
		31,260.000	96,593.40
		0.000	0.00

0256 6131.50	1.32	11,368.000	15,005.76
EPOXY COATED REINFORCING STEEL	kg	11,368.000	15,005.76
		11,368.000	15,005.76
		222.000	293.04

0257 6133.15	12.07	26.300	317.44
ANTI-GRAFFITI COATING	m2	26.300	317.44
		20.000	241.40
		20.000	241.40

0258 6210.12	66.69	69.000	4,601.61
HP 250 mm X 62 kg STEEL PILING	m	69.000	4,601.61
		68.580	4,573.60
		0.000	0.00

0259 6390.55	390.12	0.900	351.11
METAL RAILING	m	0.900	351.11
700 mm		0.900	351.11
		0.900	351.11

0260 6390.56	442.52	13.800	6,106.78
METAL RAILING	m	13.800	6,106.78
1800 mm		13.800	6,106.78
		13.800	6,106.78

0261 6415.00	4,608.00	1.000	4,608.00
DRAINAGE SYSTEM	EACH	0.000	0.00
AT STA. 11+42.86, 11.975 m RT.		0.000	0.00
		0.000	0.00

4017 6415.01	4,889.75	0.000	0.00
DRAINAGE SYSTEM	EACH	1.000	4,889.75
DRAINAGE SYSTEM AT STA. 11+42.86 (REVISED)		1.000	4,889.76
		0.500	2,444.88

GROUP 6F BRIDGE AT STA. 11+42.86		Contracted	327,880.61
		Current	328,162.36
		In place	328,058.32
		This Estimate	13,792.54

GROUP 6G BRIDGE AT STA. 12+47.638
0262 0030.60	13,067.00	1.000	13,067.00
MOBILIZATION	LS	1.000	13,067.00
		1.000	13,067.00
		0.000	0.00

0263 1010.09	2,189.00	1.000	2,189.00
SPECIAL EXCAVATION	LS	1.000	2,189.00
		1.000	2,189.00
		0.000	0.00

0264 4115.25	182.33	20.900	3,810.70
CLASS 47B-20 CONCRETE	m3	20.900	3,810.70
FOR BRIDGE		20.900	3,810.70
		0.000	0.00

0265 4115.26	1,295.85	31.400	40,689.69
CLASS 47BD-30 CONCRETE	m3	31.400	40,689.69
FOR BRIDGE		31.400	40,689.71
		0.000	0.00

0266 6131.50	1.32	6,963.000	9,191.16
EPOXY COATED REINFORCING STEEL	kg	6,963.000	9,191.16
		6,963.000	9,191.16
		0.000	0.00

0267 6133.15	12.07	121.800	1,470.13
ANTI-GRAFFITI COATING	m2	121.800	1,470.13
		100.000	1,207.00
		100.000	1,207.00

0268 6210.12	67.14	157.600	10,581.26
HP 250 mm X 62 kg STEEL PILING	m	157.600	10,581.26
		118.948	7,986.17
		0.000	0.00

0269 6406.05	932.30	57.800	53,886.94
METAL HANDRAIL	m	57.800	53,886.94
1070 mm		57.800	53,886.94
		27.800	25,917.94

4024 6210.32	40.284	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	27.372	1,102.65
PAY CUT-OFF HP 250 mm X 62 Kg STEEL PILING		27.372	1,102.65
		0.000	0.00

4054 A580.92	4,235.37	0.000	0.00
INSTALL	LS	1.000	4,235.37
INSTALL STAIR TOWER LIGHTS AT STA. 12+47, LT.		1.000	4,235.37
		1.000	4,235.37

GROUP 6G BRIDGE AT STA. 12+47.638		Contracted	134,885.88
		Current	140,223.90
		In place	137,365.70
		This Estimate	31,360.31

GROUP 6H BRIDGE AT STA. 12+81.642
0270 0030.60	5,849.00	1.000	5,849.00
MOBILIZATION	LS	1.000	5,849.00
		1.000	5,849.00
		0.000	0.00

0271 1010.09	761.00	1.000	761.00
SPECIAL EXCAVATION	LS	1.000	761.00
		1.000	761.00
		0.500	380.50

0272 4044.21	8,821.00	1.000	8,821.00
PREPARATION OF STRUCTURE	EACH	1.000	8,821.00
AT STA. 12+81.642, 13.625 m LT.		1.000	8,821.00
		1.000	8,821.00

0273 4115.25	521.56	11.400	5,945.78
CLASS 47B-20 CONCRETE	m3	11.400	5,945.78
FOR BRIDGE		11.400	5,945.79
		0.000	0.00

0274 4115.26	913.73	16.900	15,442.04
CLASS 47BD-30 CONCRETE	m3	16.900	15,442.04
FOR BRIDGE		16.900	15,442.04
		0.000	0.00

0275 6131.50	1.32	6,069.000	8,011.08
EPOXY COATED REINFORCING STEEL	kg	6,069.000	8,011.08
		6,069.000	8,011.08
		62.000	81.84

0276 6133.15	12.07	56.200	678.33
ANTI-GRAFFITI COATING	m2	56.200	678.33
		50.000	603.50
		50.000	603.50

0277 6210.12	68.21	84.600	5,770.57
HP 250 mm X 62 kg STEEL PILING	m	84.600	5,770.57
		73.612	5,021.07
		0.000	0.00

0278 6390.55	312.84	18.700	5,850.11
METAL RAILING	m	18.700	5,850.11
700 mm		18.700	5,850.11
		0.000	0.00

0279 6406.05	909.00	2.400	2,181.60
METAL HANDRAIL	m	2.400	2,181.60
965 mm		2.400	2,181.60
		2.400	2,181.60

4025 6210.32	40.926	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	8.708	356.38
PAY CUT-OFF HP 250 mm X 62 Kg STEEL PILING		8.708	356.38
		0.000	0.00

GROUP 6H BRIDGE AT STA. 12+81.642		Contracted	59,310.51
		Current	59,666.89
		In place	58,842.57
		This Estimate	12,068.44

GROUP 6I BRIDGE AT STA. 13+16.5
0280 0030.60	3,785.00	1.000	3,785.00
MOBILIZATION	LS	1.000	3,785.00
		1.000	3,785.00
		0.000	0.00

0281 1010.09	761.00	1.000	761.00
SPECIAL EXCAVATION	LS	1.000	761.00
		1.000	761.00
		0.000	0.00

0282 4044.22	4,132.00	1.000	4,132.00
PREPARATION OF STRUCTURE	EACH	1.000	4,132.00
AT STA. 13+16.5, 13.37 m LT.		1.000	4,132.00
		0.000	0.00

0283 4115.25	524.00	10.000	5,240.00
CLASS 47B-20 CONCRETE	m3	10.000	5,240.00
FOR BRIDGE		10.000	5,240.00
		0.000	0.00

0284 4115.26	696.81	12.100	8,431.40
CLASS 47BD-30 CONCRETE	m3	12.100	8,431.40
FOR BRIDGE		12.100	8,431.41
		0.000	0.00

0285 6131.50	1.32	4,100.000	5,412.00
EPOXY COATED REINFORCING STEEL	kg	4,100.000	5,412.00
		4,100.000	5,412.00
		0.000	0.00

0286 6133.15	12.07	42.200	509.35
ANTI-GRAFFITI COATING	m2	42.200	509.35
		0.000	0.00
		0.000	0.00

0287 6210.12	68.28	82.200	5,612.62
HP 250 mm X 62 kg STEEL PILING	m	82.200	5,612.62
		78.200	5,339.50
		0.000	0.00

0288 6390.55	341.19	10.100	3,446.02
METAL RAILING	m	10.100	3,446.02
700 mm		10.100	3,446.02
		0.000	0.00

GROUP 6I BRIDGE AT STA. 13+16.5		Contracted	37,329.39
		Current	37,329.39
		In place	36,546.93
		This Estimate	0.00

GROUP 6J BRIDGE AT STA. 13+05.068
0289 0030.60	5,357.00	1.000	5,357.00
MOBILIZATION	LS	1.000	5,357.00
		1.000	5,357.00
		0.000	0.00

0290 1010.09	761.00	1.000	761.00
SPECIAL EXCAVATION	LS	1.000	761.00
		1.000	761.00
		0.000	0.00

0291 4044.23	7,456.00	1.000	7,456.00
PREPARATION OF STRUCTURE	EACH	1.000	7,456.00
AT STA. 13+05.068, 13.1 m RT.		1.000	7,456.00
		0.000	0.00

0292 4115.25	526.55	10.100	5,318.16
CLASS 47B-20 CONCRETE	m3	10.100	5,318.16
FOR BRIDGE		10.100	5,318.16
		0.000	0.00

0293 4115.26	835.17	14.500	12,109.97
CLASS 47BD-30 CONCRETE	m3	14.500	12,109.97
FOR BRIDGE		14.500	12,109.96
		0.000	0.00

0294 6131.50	1.31	4,811.000	6,302.41
EPOXY COATED REINFORCING STEEL	kg	4,811.000	6,302.41
		4,811.000	6,302.41
		0.000	0.00

0295 6133.15	12.08	60.000	724.80
ANTI-GRAFFITI COATING	m2	60.000	724.80
		0.000	0.00
		0.000	0.00

0296 6210.12	67.91	87.000	5,908.17
HP 250 mm X 62 kg STEEL PILING	m	87.000	5,908.17
		87.000	5,908.17
		-0.278	-18.88

0297 6390.55	312.47	20.500	6,405.64
METAL RAILING	m	20.500	6,405.64
700 mm		20.500	6,405.64
		5.500	1,718.59

0298 6406.05	886.00	4.000	3,544.00
METAL HANDRAIL	m	4.000	3,544.00
965 mm		4.000	3,544.00
		0.000	0.00

4026 6210.32	40.746	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	2.756	112.30
PAY CUT-OFF HP 250 mm X 62 Kg STEEL PILING		2.765	112.66
		0.000	0.00

4027 6210.42	135.82	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	3.000	407.46
HP 250 mm X 62 Kg STEEL PILING SPLICES		3.000	407.46
		0.000	0.00

GROUP 6J BRIDGE AT STA. 13+05.068		Contracted	53,887.14
		Current	54,406.89
		In place	53,682.46
		This Estimate	1,699.71

GROUP 6K BRIDGE AT STA. 13+33.33
0299 0030.60	4,181.00	1.000	4,181.00
MOBILIZATION	LS	1.000	4,181.00
		0.000	0.00
		0.000	0.00

0300 1010.09	761.00	1.000	761.00
SPECIAL EXCAVATION	LS	1.000	761.00
		0.000	0.00
		0.000	0.00

0301 4044.24	1.00	1.000	1.00
PREPARATION OF STRUCTURE	EACH	1.000	1.00
AT STA. 13+33.33, 13.1 m RT.		0.000	0.00
		0.000	0.00

0302 4115.25	524.00	9.400	4,925.60
CLASS 47B-20 CONCRETE	m3	9.400	4,925.60
FOR BRIDGE		0.000	0.00
		0.000	0.00

0303 4115.26	1,095.39	14.400	15,773.62
CLASS 47BD-30 CONCRETE	m3	14.400	15,773.62
FOR BRIDGE		0.000	0.00
		0.000	0.00

0304 6131.50	1.32	4,437.000	5,856.84
EPOXY COATED REINFORCING STEEL	kg	4,437.000	5,856.84
		1,902.600	2,511.43
		0.000	0.00

0305 6133.15	12.07	58.100	701.27
ANTI-GRAFFITI COATING	m2	58.100	701.27
		0.000	0.00
		0.000	0.00

0306 6210.12	68.26	82.800	5,651.93
HP 250 mm X 62 kg STEEL PILING	m	82.800	5,651.93
		0.000	0.00
		0.000	0.00

0307 6390.55	315.46	20.400	6,435.38
METAL RAILING	m	20.400	6,435.38
700 mm		0.000	0.00
		0.000	0.00

0308 6406.05	961.00	1.500	1,441.50
METAL HANDRAIL	m	1.500	1,441.50
965 mm		0.000	0.00
		0.000	0.00

GROUP 6K BRIDGE AT STA. 13+33.33		Contracted	45,729.14
		Current	45,729.14
		In place	2,511.43
		This Estimate	0.00

GROUP 8B ELECTRICAL
0309 A001.01	598.00	6.000	3,588.00
PULL BOX, TYPE PB-1	EACH	6.000	3,588.00
		6.000	3,588.00
		0.000	0.00

0310 A001.02	564.00	9.000	5,076.00
PULL BOX, TYPE PB-1A	EACH	9.000	5,076.00
		9.000	5,076.00
		0.000	0.00

0311 A001.05	847.00	4.000	3,388.00
PULL BOX, TYPE PB-2	EACH	4.000	3,388.00
		4.000	3,388.00
		0.000	0.00

0312 A002.42	6,999.00	1.000	6,999.00
EMERGENCY VEHICLE PREEMPTION SYSTEM	EACH	1.000	6,999.00
AT 10th ST. & PACIFIC ST.		1.000	6,999.00
		0.000	0.00

0313 A002.43	6,999.00	1.000	6,999.00
EMERGENCY VEHICLE PREEMPTION SYSTEM	EACH	1.000	6,999.00
AT 10th ST. & JACKSON ST.		1.000	6,999.00
		0.000	0.00

0314 A004.00	1,044.14	13.000	13,573.82
TRAFFIC SIGNAL, TYPE TS-1	EACH	13.000	13,573.82
		13.000	13,573.82
		0.000	0.00

0315 A004.04	1,535.00	1.000	1,535.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	1.000	1,535.00
		1.000	1,535.00
		1.000	1,535.00

0316 A004.10	959.00	8.000	7,672.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	8.000	7,672.00
		8.000	7,672.00
		0.000	0.00

0317 A005.25	7,111.00	2.000	14,222.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	2.000	14,222.00
		2.000	14,222.00
		0.000	0.00

0318 A006.15	530.54	16.000	8,488.64
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	16.000	8,488.64
		16.000	8,488.64
		0.000	0.00

0319 A006.70	130.00	8.000	1,040.00
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	8.000	1,040.00
		8.000	1,040.00
		0.000	0.00

0320 A007.15	248.34	22.000	5,463.48
VEHICLE DETECTOR, TYPE TD-5	EACH	22.000	5,463.48
		22.000	5,463.48
		0.000	0.00

0321 A007.16	260.00	1.000	260.00
VEHICLE DETECTOR, TYPE TD-5A	EACH	1.000	260.00
		1.000	260.00
		0.000	0.00

0322 A007.19	271.00	1.000	271.00
VEHICLE DETECTOR, TYPE TD-5B	EACH	1.000	271.00
		1.000	271.00
		0.000	0.00

0323 A007.22	531.00	3.000	1,593.00
VEHICLE DETECTOR, TYPE TD-5C	EACH	3.000	1,593.00
		3.000	1,593.00
		0.000	0.00

0324 A007.24	587.00	3.000	1,761.00
VEHICLE DETECTOR, TYPE TD-5D	EACH	3.000	1,761.00
		3.000	1,761.00
		0.000	0.00

0325 A011.08	5,362.00	2.000	10,724.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-8-3.7	EACH	2.000	10,724.00
		2.000	10,724.00
		0.000	0.00

0326 A011.54	7,817.00	1.000	7,817.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-12.5-0	EACH	1.000	7,817.00
		1.000	7,817.00
		0.000	0.00

0327 A011.65	7,930.00	1.000	7,930.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-12.5-3.7	EACH	1.000	7,930.00
		1.000	7,930.00
		0.000	0.00

0328 A011.89	10,470.00	1.000	10,470.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-0	EACH	1.000	10,470.00
		1.000	10,470.00
		0.000	0.00

0329 A012.05	10,611.00	1.000	10,611.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7	EACH	1.000	10,611.00
		1.000	10,611.00
		0.000	0.00

0330 A012.39	11,175.00	2.000	22,350.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-15.5-0	EACH	2.000	22,350.00
		2.000	22,350.00
		0.000	0.00

0331 A017.56	587.00	9.000	5,283.00
STREET LIGHT FOUNDATION	EACH	9.000	5,283.00
FOR HISTORIC LIGHT STANDARD TYPE B		9.000	5,283.00
		0.000	0.00

0332 A020.36	9,595.00	1.000	9,595.00
LIGHTING CONTROL CENTER, TYPE R-2	EACH	1.000	9,595.00
		1.000	9,595.00
		0.000	0.00

0333 A030.04	2,709.00	2.000	5,418.00
SERVICE DISCONNECT PEDESTAL	EACH	2.000	5,418.00
		2.000	5,418.00
		0.000	0.00

0334 A065.54	31.61	59.800	1,890.28
50 mm PVC CONDUIT	m	59.800	1,890.28
UNDER SIDEWALK		202.000	6,385.22
		0.000	0.00

0335 A065.58	65.47	10.300	674.34
75 mm PVC CONDUIT	m	10.300	674.34
UNDER SIDEWALK		136.000	8,903.92
		0.000	0.00

0336 A065.70	12.42	274.200	3,405.56
50 mm PVC CONDUIT IN TRENCH	m	274.200	3,405.56
		451.900	5,612.60
		0.000	0.00

0337 A065.71	19.19	64.300	1,233.92
75 mm PVC CONDUIT IN TRENCH	m	64.300	1,233.92
		22.700	435.61
		0.000	0.00

0338 A065.74	40.64	74.700	3,035.81
50 mm PVC CONDUIT UNDER ROADWAY	m	74.700	3,035.81
		113.200	4,600.45
		0.000	0.00

0339 A065.78	47.41	38.700	1,834.77
75 mm PVC CONDUIT UNDER ROADWAY	m	38.700	1,834.77
		63.000	2,986.83
		0.000	0.00

0340 A070.09	9.03	301.000	2,718.03
20 mm CONDUIT IN TRENCH	m	301.000	2,718.03
		260.800	2,355.02
		0.000	0.00

0341 A070.13	12.98	212.000	2,751.76
50 mm CONDUIT IN TRENCH	m	212.000	2,751.76
WITH PULL ROPE		175.000	2,271.50
		0.000	0.00

0342 A070.14	12.42	1,885.000	23,411.70
50 mm CONDUIT IN TRENCH	m	1,885.000	23,411.70
		1,533.400	19,044.83
		0.000	0.00

0343 A077.26	7.06	212.500	1,500.25
16/C #14 AWG TRAFFIC SIGNAL CABLE	m	212.500	1,500.25
		205.800	1,452.95
		0.000	0.00

0344 A078.12	2.77	187.700	519.93
2/C #16 AWG PEDESTRIAN PUSHBUTTON LEAD-IN CABLE	m	187.700	519.93
		180.900	501.10
		0.000	0.00

0345 A079.01	2.82	314.400	886.61
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	314.400	886.61
		297.600	839.23
		0.000	0.00

0346 A079.50	2.20	154.000	338.80
GROUNDING CONDUCTOR	m	154.000	338.80
		154.000	338.80
		-41.800	-91.96

0347 A079.55	2.37	178.000	421.86
SERVICE CABLE	m	178.000	421.86
		148.000	350.76
		0.000	0.00

0348 A079.60	7.34	196.800	1,444.51
STREET LIGHTING CABLE	m	196.800	1,444.51
3/C #6		93.100	683.35
		0.000	0.00

0349 A080.15	2.82	37,126.000	104,695.32
STREET LIGHTING CABLE, NO. 4 USE	m	37,126.000	104,695.32
		8,990.000	25,351.80
		0.000	0.00

0350 A080.24	2.20	7,508.000	16,517.60
STREET LIGHTING CABLE, NO. 6 USE	m	7,508.000	16,517.60
		742.000	1,632.40
		0.000	0.00

0351 A080.32	2.03	9,788.000	19,869.64
STREET LIGHTING CABLE, NO. 8 USE	m	9,788.000	19,869.64
		2,166.000	4,396.98
		0.000	0.00

0352 A080.35	1.35	3,713.000	5,012.55
STREET LIGHTING CABLE, NO. 10 USE	m	3,713.000	5,012.55
		918.000	1,239.30
		0.000	0.00

0353 A080.47	1.24	2,270.000	2,814.80
STREET LIGHTING CABLE, NO. 12 THWN	m	2,270.000	2,814.80
IN POLE		300.000	372.00
		300.000	372.00

0354 A510.00	130.00	8.000	1,040.00
INSTALL LUMINAIRE	EACH	8.000	1,040.00
		8.000	1,040.00
		0.000	0.00

0355 A610.00	6,208.00	1.000	6,208.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	6,208.00
AT 10th & PACIFIC		1.000	6,208.00
		0.000	0.00

0356 A610.01	3,386.00	1.000	3,386.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	3,386.00
AT 10th & JACKSON		1.000	3,386.00
		0.000	0.00

0357 A820.03	6,885.66	55.000	378,711.30
HISTORIC LIGHT STANDARD	EACH	55.000	378,711.30
TYPE A		30.000	206,569.80
		10.000	68,856.60

0358 A820.03	8,014.46	14.000	112,202.44
HISTORIC LIGHT STANDARD	EACH	14.000	112,202.44
TYPE B		7.300	58,505.56
		0.000	0.00

0359 A820.04	45.15	236.000	10,655.40
20 AMP FUSE	EACH	236.000	10,655.40
IN POLE		0.000	0.00
		0.000	0.00

0360 0030.81	10,803.00	1.000	10,803.00
MOBILIZATION	LS	1.000	10,803.00
		1.000	10,803.00
		0.000	0.00

0361 1117.00	621.00	1.000	621.00
REMOVE MANHOLE	EACH	1.000	621.00
ELECTRICAL		1.000	621.00
		0.000	0.00

0362 4012.50	564.00	1.000	564.00
JUNCTION BOX	EACH	1.000	564.00
305 mm X 203 mm X 152 mm		1.000	564.00
		0.000	0.00

0363 4012.51	818.38	18.000	14,730.84
JUNCTION BOX	EACH	0.000	0.00
457 mm X 305 mm X 152 mm		0.000	0.00
		0.000	0.00

0364 4012.52	1,467.00	1.000	1,467.00
JUNCTION BOX	EACH	0.000	0.00
610 mm X 457 mm X 152 mm		0.000	0.00
		0.000	0.00

0365 4900.56	275.00	1.000	275.00
ADJUST	EACH	1.000	275.00
PULL BOX TO GRADE		0.000	0.00
		0.000	0.00

0366 7315.90	1,185.00	1.000	1,185.00
INSTALL OVERHEAD SIGNS	LS	1.000	1,185.00
		1.000	1,185.00
		0.500	592.50

0367 7320.50	621.00	8.000	4,968.00
STREET NAME SIGN	EACH	8.000	4,968.00
		8.000	4,968.00
		2.000	1,242.00

4007 A780.05	4,327.39	0.000	0.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	4,327.39
TEMPORARY LIGHTING AT AMTRAK LOADING PLATFORM		1.000	4,327.39
		0.000	0.00

4012 4012.50	525.00	0.000	0.00
JUNCTION BOX	EACH	17.000	8,925.00
JUNCTION BOX		17.000	8,925.00
		0.000	0.00

4013 4012.50	577.50	0.000	0.00
JUNCTION BOX	EACH	1.000	577.50
JUNCTION BOX		1.000	577.50
		0.000	0.00

4032 A579.55	8.93	0.000	0.00
INSTALL SERVICE CABLE	m	622.000	5,554.46
6 PAIR COMMUNICATION CABLE (INSTALLED)		622.000	5,554.46
		0.000	0.00

4033 A001.50	1,324.75	0.000	0.00
PULL BOX	EACH	5.000	6,623.75
ELECTRICAL PULL BOXES FOR TRAFFIC SIGNAL INTERCONNECT		5.000	6,623.75
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	913,922.95
		Current	923,733.21
		In place	581,741.05
		This Estimate	72,506.14

GROUP 10 GENERAL ITEMS
0368 0001.08	0.50	25,662.000	12,831.00
BARRICADE, TYPE II	BDAY	25,662.000	12,831.00
		27,475.000	13,737.50
		686.000	343.00

0369 0001.10	0.80	30,352.000	24,281.60
BARRICADE, TYPE III	BDAY	30,352.000	24,281.60
		25,997.000	20,797.60
		406.000	324.80

0370 0001.90	0.25	20,636.000	5,159.00
SIGN DAY	EACH	20,636.000	5,159.00
		17,507.000	4,376.75
		294.000	73.50

0371 0002.40	113.00	7.350	830.55
TEMPORARY SOLID LINES	StaM	7.350	830.55
		5.676	641.39
		0.000	0.00

0372 0003.10	212.43	90.000	19,118.70
FLAGGING	DAY	90.000	19,118.70
		0.000	0.00
		0.000	0.00

0373 0003.51	26.21	195.000	5,110.95
INSTALL CONCRETE PROTECTION BARRIER	m	195.000	5,110.95
		207.300	5,433.34
		0.000	0.00

0374 0010.04	1,242.00	1.000	1,242.00
FIELD OFFICE	EACH	1.000	1,242.00
		1.000	1,242.00
		0.000	0.00

0375 0030.00	564.00	1.000	564.00
MOBILIZATION	LS	1.000	564.00
		1.000	564.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	69,137.80
		Current	69,137.80
		In place	46,792.58
		This Estimate	741.30

Totals for contract		Contracted	12,513,198.59
		Current	12,747,875.41
		In place	12,197,041.05
		This Estimate	284,280.85