Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2867
Estimate Number:	0039
Pay Period End Date:	06.08.2002

Contract Location:
BNSF/S. PAPIO CREEK BRIDGE	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	07.27.2000
2512 DEER PARK BLVD	Date Awarded:	08.15.2000
PO BOX 9008 STA C	Date Contract Executed:	08.18.2000
	Date Notice to Proceed:	08.28.2000
OMAHA NE 68109	Date Work Began:	08.28.2000
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
FIREMAN'S FUND INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21867 000		0.000			EACNH-80-9(801)		BRIDGE
21868 000		0.000			EACNH-80-9(802)		GR CP CULV SEED GDRL FENCE ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$10,759,517.13	$10,306,692.06	$452,825.07
$13,674,866.03	Stockpiled Materials	$254,970.38	$292,400.15	$-37,429.77
Original Contract Amt	Gross Earnings	$11,014,487.51	$10,599,092.21	$415,395.30
$13,528,580.81	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
78.68%	Net Earnings	$10,989,487.51	$10,574,092.21	$415,395.30
	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	$69.62	$311.50	$-241.88
	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	$69.62	$311.50	-$241.88
	Payment	$10,989,557.13	$10,574,403.71	$415,153.42
Project Manager			Div. Head/Dist. Eng.
Fisher, Rick	06.10.2002		Lech, Marvin (Marv)	06.10.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.11.2002
Controller Div. Processed
Burling, Laurie	06.13.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	136,625.00	B87112
		HP 310 mm X 79 kg STEEL PILING
		Total for estimate 0004:	136,625.00
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-25,370.72	B87112
		HP 310 mm X 79 kg STEEL PILING
		Total for estimate 0006:	-25,370.72
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0120	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	11,144.00	00047518
		Elastomeric Bearing
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-21,867.87	B87112
		HP 310 mm X 79 kg STEEL PILING
		Total for estimate 0007:	-10,723.87
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	18,910.67	453024
		Epoxy Coated Reinforcing Steel
		S.P. Adjustment	-6,535.44	453024
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-34,020.28	B87112
		HP 310 mm X 79 kg STEEL PILING
		Total for estimate 0008:	-21,645.05
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-7,187.57	B87112
		HP 310 mm X 79 kg STEEL PILING
		Total for estimate 0009:	-7,187.57
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,317.60	453024
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-18,719.16	B87112
		HP 310 mm X 79 kg STEEL PILING
		Total for estimate 0010:	-22,036.76
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0120	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-1,492.50	00047518
		Elastomeric Bearing
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,021.44	453024
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-24,581.57	B87112
		HP 310 mm X 79 kg STEEL PILING
		Total for estimate 0011:	-32,095.51
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,032.93	453024
		Epoxy Coated Reinforcing Steel
		S.P. Initial Payment	12,119.44	458916
		Epoxy Coated Reinforcing Steel
		S.P. Adjustment	-324.10	458916
		Epoxy Coated Reinforcing Steel
		Total for estimate 0012:	8,762.41
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0120	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-2,985.00	00047518
		Elastomeric Bearing
0126	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	4,742.50	22976
		Struc Steel for substructure
0127	6081.00	STRUCTURAL STEEL FOR SUPERSTRUCTURE
		S.P. Initial Payment	5,315.05	22976
		Struc Steel for Superstructure
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-8,149.63	458916
		Epoxy Coated Reinforcing Steel
		S.P. Initial Payment	39,596.46	460375
		Epoxy Coated Reinforcing Steel
		S.P. Initial Payment	1,948.55	491163
		Epoxy Coated Reinforcing Steel
		Total for estimate 0013:	40,467.93
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,643.62	458916
		Epoxy Coated Reinforcing Steel
		S.P. Adjustment	-2,042.70	460375
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	324,024.88	16188
		HP 310mm X kg STEEL PILING
		Total for estimate 0014:	318,338.56
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-24,019.04	460375
		Epoxy Coated Reinforcing Steel
		Total for estimate 0015:	-24,019.04
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0127	6081.00	STRUCTURAL STEEL FOR SUPERSTRUCTURE
		S.P. Adjustment	-839.80	22976
		Struc Steel for Superstructure
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-13,534.37	460375
		Epoxy Coated Reinforcing Steel
		S.P. Adjustment	-1,948.55	491163
		Epoxy Coated Reinforcing Steel
		Total for estimate 0016:	-16,322.72
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0119	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Initial Payment	5,966.19	680272
		Precompressed Polyurethane Foam Joint
0123	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	349,595.10	3621
		Precast/Prestressed Conc Superstructure
0126	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-486.50	22976
		Struc Steel for substructure
		Total for estimate 0017:	355,074.79
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	50,238.98	453024
		Epoxy Coated Reinforcing Steel
		S.P. Adjustment	-2,519.37	453024
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-4,877.84	B87112
		HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-35,062.29	16188
		HP 310mm X kg STEEL PILING
		Total for estimate 0018:	7,779.48
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-11,074.40	453024
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-50,569.20	16188
		HP 310mm X kg STEEL PILING
		Total for estimate 0019:	-61,643.60
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0126	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-1,443.75	22976
		Struc Steel for substructure
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-9,657.50	453024
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-36,769.99	16188
		HP 310mm X kg STEEL PILING
		Total for estimate 0020:	-47,871.24
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-13,087.93	453024
		Epoxy Coated Reinforcing Steel
		S.P. Initial Payment	33,783.86	458916
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-51,210.98	16188
		HP 310mm X kg STEEL PILING
		Total for estimate 0021:	-30,515.05
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0120	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-3,482.50	00047518
		Elastomeric Bearing
0123	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-349,595.10	3621
		Precast/Prestressed Conc Superstructure
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,152.26	453024
		Epoxy Coated Reinforcing Steel
		S.P. Initial Payment	51,740.27	460375
		Epoxy Coated Reinforcing Steel
		Total for estimate 0022:	-304,489.59
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-8,228.24	453024
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-10,009.86	16188
		HP 310mm X kg STEEL PILING
		Total for estimate 0023:	-18,238.10
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,519.28	453024
		Epoxy Coated Reinforcing Steel
		S.P. Adjustment	-1,202.05	458916
		Epoxy Coated Reinforcing Steel
		Total for estimate 0024:	-3,721.33
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,721.33	458916
		Epoxy Coated Reinforcing Steel
		Total for estimate 0025:	-3,721.33
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0126	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-537.25	22976
		Struc Steel for substructure
0127	6081.00	STRUCTURAL STEEL FOR SUPERSTRUCTURE
		S.P. Adjustment	-1,872.98	22976
		Struc Steel for Superstructure
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-28,860.48	458916
		Epoxy Coated Reinforcing Steel
		S.P. Adjustment	-29,073.52	460375
		Epoxy Coated Reinforcing Steel
		Total for estimate 0026:	-60,344.23
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0119	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-3,397.12	680272
		Precompressed Polyurethane Foam Joint
0127	6081.00	STRUCTURAL STEEL FOR SUPERSTRUCTURE
		S.P. Adjustment	-1,033.18	22976
		Struc Steel for Superstructure
		Total for estimate 0027:	-4,430.30
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0126	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-486.50	22976
		Struc Steel for substructure
		Total for estimate 0035:	-486.50
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	37,583.51	491163
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-28,311.52	16188
		HP 310mm X kg STEEL PILING
		Total for estimate 0038:	9,271.99
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,015.79	460375
		Epoxy Coated Reinforcing Steel
0132	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-25,037.09	16188
		HP 310mm X kg STEEL PILING
		Total for estimate 0039:	-27,052.88
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0078	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	68,203.42	103855
		Cast Iron Grate & Frame
0079	4005.00	CAST IRON RING AND COVER
		S.P. Initial Payment	218.40	103855
		Cast Iron Ring & Cover
		Total for estimate 0013:	68,421.82
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	70,310.90	422930
		Dowel Bars
0153	A009.52	STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20
		S.P. Initial Payment	6,122.35	102185-4
		St. Light Unit SL-BT-13.7-1.8-0.20
0154	A009.73	STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20
		S.P. Initial Payment	55,896.00	102185-4
		Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20
0155	A010.20	LUMINAIRE, TYPE HML-A-1KW
		S.P. Initial Payment	10,593.00	102193-3
		Luminaire, Type HML-A-1KW
0156	A010.26	LUMINAIRE, TYPE HML-V-1KW
		S.P. Initial Payment	3,363.00	102193-3
		Luminaire, Type HML-V-1KW
0157	A010.60	UNDERDECK LUMINAIRE, TYPE UD-100
		S.P. Initial Payment	1,393.50	S1700723
		Underdeck Luminaire, Type UD-100
0163	A020.17	LIGHTING CONTROL CENTER, TYPE P
		S.P. Initial Payment	1,068.96	102193-3
		Lighting Control Center, P
0164	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Initial Payment	2,241.80	102193-3
		Lighting Control Center, R-2
0176	A750.10	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	22,890.50	102185-4
		Modify High Mast Tower
0177	A750.11	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	11,507.50	102185-4
		Modify High Mast Tower
0178	A750.12	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	11,416.50	102185-4
		Modify High Mast Tower
0183	A010.08	LUMINAIRE, TYPE HPS-150
		S.P. Initial Payment	4,335.00	S1700723
		Luminaire, Type HPS-150
		Total for estimate 0018:	201,139.01
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	41,200.90	422930
		Dowel Bars
		Total for estimate 0019:	41,200.90
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-13,970.59	422930
		Dowel Bars
0164	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Adjustment	-2,241.80	102193-3
		Lighting Control Center, R-2
		Total for estimate 0020:	-16,212.39
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-13,966.55	422930
		Dowel Bars
		Total for estimate 0021:	-13,966.55
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-26,640.63	422930
		Dowel Bars
0143	7110.05	1.5 METER CHAIN-LINK FENCE
		S.P. Initial Payment	50,910.09	J37316
		1.5m Chain-Link Fence
		Total for estimate 0022:	24,269.46
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-9,546.23	422930
		Dowel Bars
		Total for estimate 0023:	-9,546.23
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,433.67	422930
		Dowel Bars
0078	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-6,657.34	103855
		Cast Iron Grate & Frame
0163	A020.17	LIGHTING CONTROL CENTER, TYPE P
		S.P. Adjustment	-1,068.96	102193-3
		Lighting Control Center, P
		Total for estimate 0024:	-11,159.97
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0078	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-12,363.62	103855
		Cast Iron Grate & Frame
0154	A009.73	STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20
		S.P. Adjustment	-8,384.40	102185-4
		Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20
		Total for estimate 0025:	-20,748.02
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-500.84	422930
		Dowel Bars
0154	A009.73	STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20
		S.P. Adjustment	-12,576.60	102185-4
		Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20
		Total for estimate 0026:	-13,077.44
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	7110.05	1.5 METER CHAIN-LINK FENCE
		S.P. Adjustment	-37,036.06	J37316
		1.5m Chain-Link Fence
0154	A009.73	STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20
		S.P. Adjustment	-11,179.20	102185-4
		Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20
0155	A010.20	LUMINAIRE, TYPE HML-A-1KW
		S.P. Adjustment	-3,531.00	102193-3
		Luminaire, Type HML-A-1KW
0156	A010.26	LUMINAIRE, TYPE HML-V-1KW
		S.P. Adjustment	-3,363.00	102193-3
		Luminaire, Type HML-V-1KW
0176	A750.10	MODIFY HIGH MAST TOWER
		S.P. Adjustment	-11,445.25	102185-4
		Modify High Mast Tower
0178	A750.12	MODIFY HIGH MAST TOWER
		S.P. Adjustment	-11,416.50	102185-4
		Modify High Mast Tower
0183	A010.08	LUMINAIRE, TYPE HPS-150
		S.P. Adjustment	-867.00	S1700723
		Luminaire, Type HPS-150
		Total for estimate 0027:	-78,838.01
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0153	A009.52	STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20
		S.P. Initial Payment	740.00	S0102200
		SL Light Unit SL-BT-13.7-1.8-0.20
0154	A009.73	STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20
		S.P. Initial Payment	4,998.00	S0102200
		ST Light Unit SL-S-13.7-1.8 & 1.8-0.20
		Total for estimate 0028:	5,738.00
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,162.97	422930
		Dowel Bars
0078	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-5,706.29	103855
		Cast Iron Grate & Frame
0187	7312.01	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Initial Payment	24,630.25	23011-1
		Overhead Sign Support, Location 3
0188	7312.02	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Initial Payment	1,045.25	R9356
		Overhead Sign Support, Location 4
0189	7312.03	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Initial Payment	1,045.25	R9356
		Overhead Sign Support, Loaction 6
0190	7312.04	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Initial Payment	1,045.25	R9356
		Overhead Sign Support, Location 8
		Total for estimate 0029:	20,896.74
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,089.43	422930
		Dowel Bars
		S.P. Adjustment	-186.08	422930
		Dowel Bars
0154	A009.73	STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20
		S.P. Adjustment	-23,755.80	102185-4
		Street Light Unit, SL-S-13.7-1.8 & 1.8-0.20
		S.P. Adjustment	-4,998.00	S0102200
		ST Light Unit SL-S-13.7-1.8 & 1.8-0.20
0176	A750.10	MODIFY HIGH MAST TOWER
		S.P. Adjustment	-11,445.25	102185-4
		Modify High Mast Tower
0183	A010.08	LUMINAIRE, TYPE HPS-150
		S.P. Adjustment	-867.00	S1700723
		Luminaire, Type HPS-150
0187	7312.01	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Adjustment	-24,630.25	23011-1
		Overhead Sign Support, Location 3
0191	7322.01	TYPE B SIGN
		S.P. Initial Payment	20,368.34	52016
		Type B Sign
		S.P. Adjustment	-4,450.81	52016
		Type B Sign
		Total for estimate 0030:	-51,054.28
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0177	A750.11	MODIFY HIGH MAST TOWER
		S.P. Adjustment	-11,507.50	102185-4
		Modify High Mast Tower
		Total for estimate 0033:	-11,507.50
Est Nbr:	0037
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,938.04	422930
		Dowel Bars
		Total for estimate 0037:	-4,938.04
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-19,456.60	422930
		Dowel Bars
0079	4005.00	CAST IRON RING AND COVER
		S.P. Adjustment	-218.40	103855
		Cast Iron Ring & Cover
		Total for estimate 0038:	-19,675.00
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-8,474.79	422930
		Dowel Bars
0078	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-1,902.10	103855
		Cast Iron Grate & Frame
		Total for estimate 0039:	-10,376.89
		Total remaining for contract:	254,970.38

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6 BRIDGE AT STA. 160+07.037
0109                          0030.60	488,899.00	1.000	488,899.00
MOBILIZATION	LS	1.000	488,899.00
		1.000	488,899.00
		0.000	0.00
0110                          1010.01	5.92	3,410.000	20,187.20
EXCAVATION (ESTABLISHED QUANTITY)	m3	3,410.000	20,187.20
		0.000	0.00
		0.000	0.00
0111                          3050.15	174.42	528.600	92,198.41
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	528.600	92,198.41
		364.770	63,623.18
		0.000	0.00
0112                          3051.10	1.22	25,420.000	31,012.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	25,510.000	31,122.20
		22,820.000	27,840.40
		0.000	0.00
0113                          6000.10	7,969.00	1.000	7,969.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	7,969.00
		0.660	5,259.54
		0.000	0.00
0114                          6000.11	7,988.00	1.000	7,988.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	7,988.00
		0.660	5,272.08
		0.000	0.00
0115                          6000.22	4,407.00	1.000	4,407.00
PIER NO.3 EXCAVATION	LS	1.000	4,407.00
		0.660	2,908.62
		0.000	0.00
0116                          6000.23	4,667.00	1.000	4,667.00
PIER NO.4 EXCAVATION	LS	1.000	4,667.00
		0.660	3,080.22
		0.000	0.00
0117                          6000.60	26,825.00	1.000	26,825.00
PIER NO.1 EXCAVATION	LS	1.000	26,825.00
		0.660	17,704.50
		0.000	0.00
0118                          6000.61	21,491.00	1.000	21,491.00
PIER NO.2 EXCAVATION	LS	1.000	21,491.00
		0.660	14,184.06
		0.000	0.00
0119                          6005.35	133.25	82.200	10,953.15
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	82.200	10,953.15
		58.000	7,728.50
		0.000	0.00
0120                          6005.60	125.78	112.000	14,087.36
ELASTOMERIC BEARING	EACH	112.000	14,087.36
		80.000	10,062.40
		0.000	0.00
0121                          6010.22	288.84	1,322.200	381,904.25
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	1,391.100	401,805.32
		961.800	277,806.32
		24.300	7,018.81
0122                          6010.26	338.87	1,928.000	653,341.36
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	1,926.300	652,765.28
		1,415.640	479,717.92
		0.000	0.00
0123                          6011.11	1,361,463.00	1.000	1,361,463.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	1,361,463.00
AT STA. 160+07.037		0.714	972,084.58
		0.000	0.00
0124                          6030.00	135,700.00	1.000	135,700.00
PREPARATION OF BRIDGE	EACH	1.000	135,700.00
AT STA. 160+02.28 LT.		0.500	67,850.00
		0.000	0.00
0125                          6030.01	123,647.00	1.000	123,647.00
PREPARATION OF BRIDGE	EACH	1.000	123,647.00
AT STA. 160+02.28 RT.		0.700	86,552.91
		0.000	0.00
0126                          6080.00	3.75	4,065.000	15,243.75
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	4,065.000	15,243.75
		3,043.000	11,411.25
		0.000	0.00
0127                          6081.00	3.85	2,405.000	9,259.25
STRUCTURAL STEEL FOR SUPERSTRUCTURE	kg	2,405.000	9,259.25
		1,695.000	6,525.76
		0.000	0.00
0128                          6104.00	6.48	2,000.000	12,960.00
BROKEN CONCRETE RIPRAP	Mg	2,000.000	12,960.00
		0.000	0.00
		0.000	0.00
0129                          6107.00	40.21	1,825.000	73,383.25
CONCRETE SLOPE PROTECTION	m2	1,825.000	73,383.25
		608.000	24,447.68
		0.000	0.00
0130                          6131.50	1.24	445,325.000	552,203.00
EPOXY COATED REINFORCING STEEL	kg	448,105.000	555,650.20
		349,182.930	432,986.84
		3,474.900	4,308.88
0131                          6139.50	24.99	206.000	5,147.94
SUBSURFACE DRAINAGE MATTING	m2	206.000	5,147.94
		143.000	3,573.58
		0.000	0.00
0132                          6210.14	70.00	11,247.500	787,325.00
HP 310 mm X 79 kg STEEL PILING	m	11,247.500	787,325.00
		8,729.220	611,045.40
		603.900	42,273.00
0133                          6510.55	6,187.00	1.000	6,187.00
TEMPORARY BRIDGE SHORING	LS	1.000	6,187.00
		0.750	4,640.25
		0.000	0.00
0134                          6600.02	46.54	554.200	25,792.47
50 mm CONDUIT IN BRIDGE	m	554.200	25,792.47
		138.550	6,448.12
		0.000	0.00
0135                          6601.15	26.89	250.300	6,730.57
38 mm CONDUIT IN BRIDGE	m	250.300	6,730.57
		250.300	6,730.57
		0.000	0.00
0136                          8091.00	12.90	655.000	8,449.50
GRANULAR BACKFILL	m3	655.000	8,449.50
		465.000	5,998.50
		0.000	0.00
0403                          A580.96	40.67	0.000	0.00
INSTALL	m	860.000	34,976.20
Reinforcement for Concrete Protection Barriers		860.000	34,976.20
		0.000	0.00
0404                          6210.34	42.00	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	80.000	3,360.00
		77.070	3,236.94
		0.000	0.00
0410                          3300.03	-2,679.01	0.000	0.00
DEDUCTION	LS	1.000	-2,679.01
		1.000	-2,679.01
		0.000	0.00
0412                          4976.05	10,315.74	0.000	0.00
ADDITIONAL WORK	LS	1.000	10,315.74
Additional work for Bridges due to Plan Error		1.000	10,315.74
		0.000	0.00
GROUP 6 BRIDGE AT STA. 160+07.037		Contracted	4,889,421.86
		Current	4,958,276.78
		In place	3,690,232.05
		This Estimate	53,600.69
GROUP 10 GENERAL ITEMS
0195                          0001.08	0.50	23,594.000	11,797.00
BARRICADE, TYPE II	BDAY	23,594.000	11,797.00
		4,441.000	2,220.50
		0.000	0.00
0196                          0001.10	3.10	2,086.000	6,466.60
BARRICADE, TYPE III	BDAY	2,086.000	6,466.60
		10,338.000	32,047.80
		322.000	998.20
0197                          0001.30	2.07	1,072.000	2,219.04
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,072.000	2,219.04
		2,533.000	5,243.31
		70.000	144.90
0198                          0001.90	0.26	14,260.000	3,707.60
SIGN DAY	EACH	14,260.000	3,707.60
		15,867.000	4,125.42
		0.000	0.00
0202                          0002.97	180.97	18.000	3,257.46
FLASHING ARROW PANEL	DAY	18.000	3,257.46
		55.000	9,953.36
		0.000	0.00
0208                          0020.00	0.80	2,000.000	1,600.00
TRAINING	HOUR	2,000.000	1,600.00
		1,848.500	1,478.80
		0.000	0.00
0209                          0030.00	1,645.76	1.000	1,645.76
MOBILIZATION	LS	1.000	1,645.76
		1.000	1,645.76
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	30,693.46
		Current	30,693.46
		In place	56,714.95
		This Estimate	1,143.10
GROUP 1 GRADING
0001                          L006.00	145.00	7.500	1,087.50
COVER CROP SEEDING	ha	7.500	1,087.50
		5.300	768.50
		0.000	0.00
0002                          L020.00	1.03	36,022.000	37,102.66
EROSION CONTROL	m2	36,022.000	37,102.66
		19,888.000	20,484.64
		0.000	0.00
0003                          L020.01	5.47	16,963.000	92,787.61
EROSION CONTROL, TYPE A	m2	16,963.000	92,787.61
		7,676.000	41,987.72
		0.000	0.00
0004                          L020.08	5.47	7,978.000	43,639.66
EROSION CONTROL, TYPE AA	m2	7,978.000	43,639.66
		2,656.000	14,528.32
		0.000	0.00
0005                          L020.10	1.50	1,932.000	2,898.00
EROSION CONTROL, TYPE HV	m2	1,932.000	2,898.00
		0.000	0.00
		0.000	0.00
0006                          L021.01	16.03	419.000	6,716.57
EROSION CHECKS, TYPE A	BALE	419.000	6,716.57
		220.000	3,526.60
		0.000	0.00
0007                          L021.06	14.48	143.000	2,070.64
EROSION CHECKS, TYPE HV	BALE	143.000	2,070.64
		0.000	0.00
		0.000	0.00
0008                          L021.11	19.13	63.000	1,205.19
EROSION CHECKS, TYPE ST-A	BALE	63.000	1,205.19
		63.000	1,205.19
		0.000	0.00
0009                          L021.21	16.03	383.000	6,139.49
EROSION CHECKS, TYPE AA	BALE	383.000	6,139.49
		133.000	2,131.99
		0.000	0.00
0010                          L022.11	6.10	2,146.000	13,090.60
FABRIC SILT FENCE-LOW POROSITY	m	2,146.000	13,090.60
		1,576.880	9,618.97
		0.000	0.00
0011                          L022.12	9.82	59.000	579.38
FABRIC SILT FENCE-HIGH POROSITY	m	59.000	579.38
		567.330	5,571.18
		0.000	0.00
0012                          L022.13	9.82	22.000	216.04
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	m	22.000	216.04
		0.000	0.00
		0.000	0.00
0013                          L022.14	10.00	5.000	50.00
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	5.000	50.00
		0.000	0.00
		0.000	0.00
0014                          L022.75	15.51	1,008.000	15,634.08
TEMPORARY SILT CHECK	m	1,008.000	15,634.08
		0.000	0.00
		0.000	0.00
0015                          0030.10	31,024.00	1.000	31,024.00
MOBILIZATION	LS	1.000	31,024.00
		1.000	31,024.00
		0.000	0.00
0016                          1009.00	31,024.00	1.000	31,024.00
GENERAL CLEARING AND GRUBBING	LS	1.000	31,024.00
		1.000	31,024.00
		0.000	0.00
0017                          1011.00	0.27	2,624.000	708.48
WATER	kL	2,624.000	708.48
		0.000	0.00
		0.000	0.00
0018                          1016.00	620.47	24.000	14,891.28
RE-ESTABLISH PROPERTY CORNER	EACH	24.000	14,891.28
		24.000	14,891.28
		0.000	0.00
0019                          1021.10	13.01	96.000	1,248.96
REMOVE DELINEATOR UNITS	EACH	96.000	1,248.96
		74.000	962.74
		0.000	0.00
0020                          1030.00	5.38	90,492.000	486,846.96
EARTHWORK MEASURED IN EMBANKMENT	m3	90,492.000	486,846.96
		85,492.000	459,946.96
		8,992.000	48,376.96
0021                          1101.25	8.20	51.000	418.20
SAWING PAVEMENT	m	51.000	418.20
		51.000	418.20
		0.000	0.00
0022                          1109.00	25.85	28.000	723.80
REMOVE CURB	m	28.000	723.80
		28.000	723.80
		0.000	0.00
0023                          1111.00	2.80	5,202.100	14,565.88
REMOVE FENCE	m	5,202.100	14,565.88
		3,624.800	10,149.44
		0.000	0.00
0024                          1122.01	6.20	130.000	806.00
REMOVE CONCRETE MEDIAN SURFACING	m2	130.000	806.00
		130.000	806.00
		0.000	0.00
0025                          1123.00	10.34	60.000	620.40
REMOVE CONCRETE DITCH LINER	m2	60.000	620.40
		60.000	620.40
		0.000	0.00
0026                          3275.20	7.76	37,139.000	288,198.64
CRUSH CONCRETE PAVEMENT	m2	37,139.000	288,198.64
		37,139.000	288,198.64
		0.000	0.00
0027                          4925.00	235.05	1,006.000	236,460.30
NOISE BARRIER	m2	1,006.000	236,460.30
TYPE B		958.500	225,295.43
		0.000	0.00
0028                          7017.00	9.31	1,288.100	11,992.21
REMOVE GUARDRAIL	m	1,355.100	12,615.98
		1,199.160	11,164.19
		0.000	0.00
0405                          7308.00	3,420.80	0.000	0.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	1.000	3,420.80
		0.750	2,565.60
		0.000	0.00
0901                          1900.01	1.00	0.000	0.00
FUEL COST ADJUSTMENT	m3	5,000.000	5,000.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	1,342,746.53
		Current	1,351,791.10
		In place	1,177,613.79
		This Estimate	48,376.96
GROUP 3 CONCRETE PAVEMENT
0029                          A069.15	12.93	2,191.000	28,329.63
38 mm CONDUIT IN MEDIAN BARRIER	m	2,191.000	28,329.63
		1,546.000	19,989.78
		0.000	0.00
0030                          0002.61	31.80	490.000	15,582.00
PLOWABLE PAVEMENT MARKER	EACH	490.000	15,582.00
		290.000	9,222.00
		0.000	0.00
0031                          0030.30	577,206.00	1.000	577,206.00
MOBILIZATION	LS	1.000	577,206.00
		1.000	577,206.00
		0.000	0.00
0032                          1020.01	13.44	44.000	591.36
DELINEATOR, TYPE I	EACH	44.000	591.36
		0.000	0.00
		0.000	0.00
0033                          1020.02	16.55	63.000	1,042.65
DELINEATOR, TYPE II	EACH	63.000	1,042.65
		0.000	0.00
		0.000	0.00
0034                          2020.50	30.33	2,215.000	67,180.95
SURFACING	m2	2,215.000	67,180.95
		2,078.650	63,045.45
		0.000	0.00
0035                          3008.05	3.66	469.000	1,716.54
TIE BARS	EACH	469.000	1,716.54
		349.000	1,277.34
		0.000	0.00
0036                          3011.21	36.89	40.300	1,486.67
CONCRETE CLASS 47B-20 CURB TYPE I	m	40.300	1,486.67
		0.000	0.00
		0.000	0.00
0037                          3017.40	25.72	135.000	3,472.20
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	135.000	3,472.20
		0.000	0.00
		0.000	0.00
0038                          3025.00	107.83	2,127.450	229,402.93
CONCRETE CLASS 47BD-30 MEDIAN BARRIER	m	2,117.700	228,351.59
		1,776.050	191,511.47
		0.000	0.00
0039                          3027.00	2,666.00	6.000	15,996.00
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	6.000	15,996.00
		6.000	15,996.00
		0.000	0.00
0040                          3075.51	35.10	2,192.000	76,939.20
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	2,192.000	76,939.20
		1,667.389	58,525.35
		0.000	0.00
0041                          3075.91	33.15	25,323.000	839,457.45
355 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	25,323.000	839,457.45
		21,162.341	701,531.60
		4,641.606	153,869.24
0042                          3075.95	37.34	68,602.000	2,561,598.68
355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	68,602.000	2,561,598.68
		50,422.637	1,882,781.28
		4,134.043	154,365.17
0043                          3089.25	27.02	30,156.000	814,815.12
TEMPORARY SURFACING	m2	30,156.000	814,815.12
		27,944.469	755,059.56
		0.000	0.00
0044                          3300.50	22,027.00	1.000	22,027.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	22,027.00
		0.500	11,013.50
		0.000	0.00
0045                          4764.35	10.12	2,211.000	22,375.32
100 mm PERFORATED PIPE UNDERDRAIN	m	2,211.000	22,375.32
		1,831.000	18,529.72
		0.000	0.00
0046                          7502.14	8.01	2,500.000	20,025.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	2,500.000	20,025.00
		0.000	0.00
		0.000	0.00
0047                          7508.14	21.72	890.000	19,330.80
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	890.000	19,330.80
		0.000	0.00
		0.000	0.00
0048                          7550.03	2.12	6,400.000	13,568.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	6,400.000	13,568.00
		0.000	0.00
		0.000	0.00
0049                          7550.04	2.12	6,100.000	12,932.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	6,100.000	12,932.00
		0.000	0.00
		0.000	0.00
0050                          8032.00	1.46	7,117.000	10,390.82
CRUSHED CONCRETE FOUNDATION COURSE	m2	7,117.000	10,390.82
100 mm TYPE A		11,670.269	17,038.59
		0.000	0.00
0051                          8032.04	1.36	89,000.000	121,040.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	89,000.000	121,040.00
		61,560.384	83,722.12
		8,775.649	11,934.88
0052                          8060.05	20.21	30.000	606.30
GRANULAR SUBDRAIN	EACH	30.000	606.30
		13.000	262.73
		0.000	0.00
0053                          9005.00	51.71	100.000	5,171.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	5,171.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0054                          9111.00	0.51	1,492.000	760.92
WATER	kL	1,492.000	760.92
		0.000	0.00
		0.000	0.00
0055                          9170.00	1,018.61	61.219	62,358.29
EARTH SHOULDER CONSTRUCTION	StaM	61.219	62,358.29
		30.600	31,169.47
		13.000	13,241.93
0056                          9173.20	1.16	96,117.000	111,495.72
SUBGRADE PREPARATION	m2	96,117.000	111,495.72
		73,274.573	84,998.51
		8,775.649	10,179.75
0057                          9179.34	4.45	24,156.000	107,494.20
COLD MILLING, CLASS 4	m2	24,156.000	107,494.20
		23,279.150	103,592.21
		0.000	0.00
0058                          9188.50	27.18	336.000	9,132.48
SURFACING UNDER GUARDRAIL	m2	336.000	9,132.48
		219.780	5,973.62
		0.000	0.00
0406                          6010.40	501.60	0.000	0.00
CLASS 47BD-30 CONCRETE FOR BARRIER	m3	8.900	4,464.24
Concrete Class 47BD-30 Special Median Barrier		8.900	4,464.24
		0.000	0.00
0407                          6131.61	3.33	0.000	0.00
EPOXY COATED REINFORCING STEEL FOR BARRIER	kg	265.200	883.12
Reinforcing Steel for Special Median Barrier		265.200	883.12
		0.000	0.00
0411                          3040.13	99.01	0.000	0.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	228.490	22,622.79
		228.490	22,622.79
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	5,773,525.23
		Current	5,800,444.03
		In place	4,660,416.45
		This Estimate	343,590.97
GROUP 4 CULVERTS
0059                          P120.30	109.79	13.000	1,427.27
750 mm CULVERT PIPE, TYPE 2	m	13.000	1,427.27
		11.000	1,207.69
		0.000	0.00
0060                          P120.48	279.44	20.500	5,728.52
1200 mm CULVERT PIPE, TYPE 2	m	20.500	5,728.52
		20.500	5,728.52
		0.000	0.00
0061                          P150.18	71.97	64.400	4,634.87
450 mm CULVERT PIPE, TYPE 5	m	64.400	4,634.87
		64.400	4,634.87
		0.000	0.00
0062                          P400.18	63.91	57.900	3,700.39
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	57.900	3,700.39
		57.900	3,700.39
		0.000	0.00
0063                          P402.24	72.83	19.000	1,383.77
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	19.000	1,383.77
		19.000	1,383.77
		0.000	0.00
0064                          P700.18	60.59	1,699.000	102,942.41
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	1,699.000	102,942.41
		1,664.300	100,839.94
		0.000	0.00
0065                          P700.24	99.30	147.500	14,646.75
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	147.500	14,646.75
		147.500	14,646.75
		0.000	0.00
0066                          P702.18	61.96	18.600	1,152.46
450 mm STORM SEWER PIPE, TYPE 1	m	18.600	1,152.46
		18.600	1,152.46
		0.000	0.00
0067                          P702.21	71.00	9.200	653.20
525 mm STORM SEWER PIPE, TYPE 1	m	9.200	653.20
		9.200	653.20
		0.000	0.00
0068                          P702.30	138.70	14.400	1,997.28
750 mm STORM SEWER PIPE, TYPE 1	m	14.400	1,997.28
		12.400	1,719.88
		0.000	0.00
0069                          P702.42	189.62	12.700	2,408.17
1050 mm STORM SEWER PIPE, TYPE 1	m	12.700	2,408.17
		12.700	2,408.17
		0.000	0.00
0070                          P702.54	272.37	16.500	4,494.11
1350 mm STORM SEWER PIPE, TYPE 1	m	16.500	4,494.11
		16.500	4,494.11
		0.000	0.00
0071                          P702.60	373.37	19.100	7,131.37
1500 mm STORM SEWER PIPE, TYPE 1	m	19.100	7,131.37
		20.300	7,579.41
		0.000	0.00
0072                          P775.21	125.05	34.000	4,251.70
525 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	34.000	4,251.70
		34.000	4,251.70
		0.000	0.00
0073                          0030.40	25,178.00	1.000	25,178.00
MOBILIZATION	LS	1.000	25,178.00
		1.000	25,178.00
		0.000	0.00
0074                          1043.50	1.09	476.000	518.84
RIPRAP FILTER FABRIC	m2	476.000	518.84
		1,091.000	1,189.19
		0.000	0.00
0075                          1090.02	447.00	1.000	447.00
ABANDON INLET	EACH	1.000	447.00
		1.000	447.00
		0.000	0.00
0076                          1119.00	162.00	10.000	1,620.00
REMOVE INLET	EACH	10.000	1,620.00
		9.000	1,458.00
		0.000	0.00
0077                          3017.50	88.93	275.000	24,455.75
INTERLOCKING CONCRETE PAVER BLOCK	m2	275.000	24,455.75
		0.000	0.00
		0.000	0.00
0078                          4004.50	2.57	31,841.000	81,831.37
CAST IRON GRATE AND FRAME	kg	31,841.000	81,831.37
		12,432.000	31,950.24
		888.000	2,282.16
0079                          4005.00	1.58	156.000	246.48
CAST IRON RING AND COVER	kg	156.000	246.48
		156.000	246.48
		0.000	0.00
0080                          4016.00	11,314.00	1.000	11,314.00
MANHOLE	EACH	1.000	11,314.00
AT STA. 156+03.52 LT.		1.000	11,314.00
		0.000	0.00
0081                          4035.00	39.00	2.000	78.00
REMOVE FLARED-END SECTION	EACH	2.000	78.00
		0.000	0.00
		0.000	0.00
0082                          4040.00	75.32	20.000	1,506.40
REMOVE HEADWALLS FROM CULVERTS	EACH	20.000	1,506.40
		20.000	1,506.40
		0.000	0.00
0083                          4043.50	21.23	408.800	8,678.82
REMOVE SEWER PIPE	m	408.800	8,678.82
		400.500	8,502.61
		0.000	0.00
0084                          4044.00	807.00	1.000	807.00
PREPARATION OF STRUCTURE	EACH	1.000	807.00
AT STA. 163+68.6		1.000	807.00
		0.000	0.00
0085                          4050.01	3.15	514.000	1,619.10
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	514.000	1,619.10
		430.000	1,354.50
		0.000	0.00
0086                          4051.01	13.78	58.000	799.24
EXCAVATION FOR BOX CULVERTS	m3	58.000	799.24
		58.000	799.24
		0.000	0.00
0087                          4101.06	311.48	52.240	16,271.72
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	52.240	16,271.72
		52.240	16,271.71
		0.000	0.00
0088                          4105.59	546.84	140.960	77,082.57
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	140.960	77,082.57
		107.110	58,572.04
		4.030	2,203.77
0089                          4107.07	238.00	9.520	2,265.76
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	9.520	2,265.76
		9.340	2,222.92
		0.000	0.00
0090                          4130.06	6,911.27	0.330	2,280.72
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.330	2,280.72
		0.210	1,451.37
		0.000	0.00
0091                          4151.00	1.70	2,463.000	4,187.10
REINFORCING STEEL FOR BOX CULVERT	kg	2,463.000	4,187.10
		2,463.000	4,187.10
		0.000	0.00
0092                          4155.50	0.66	5,219.000	3,444.54
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	5,219.000	3,444.54
		3,958.000	2,612.28
		146.000	96.36
0093                          4157.00	0.66	349.000	230.34
REINFORCING STEEL FOR COLLARS	kg	349.000	230.34
		344.000	227.04
		0.000	0.00
0094                          4310.18	301.45	11.000	3,315.95
450 mm FLARED-END SECTION	EACH	11.000	3,315.95
		9.000	2,713.05
		0.000	0.00
0095                          4310.21	313.00	1.000	313.00
525 mm FLARED-END SECTION	EACH	1.000	313.00
		0.000	0.00
		0.000	0.00
0096                          4310.24	336.00	5.000	1,680.00
600 mm FLARED-END SECTION	EACH	5.000	1,680.00
		5.000	1,680.00
		0.000	0.00
0097                          4310.30	395.00	3.000	1,185.00
750 mm FLARED-END SECTION	EACH	3.000	1,185.00
		3.000	1,185.00
		0.000	0.00
0098                          4310.42	642.00	1.000	642.00
1050 mm FLARED-END SECTION	EACH	1.000	642.00
		1.000	642.00
		0.000	0.00
0099                          4310.48	868.00	2.000	1,736.00
1200 mm FLARED-END SECTION	EACH	2.000	1,736.00
		2.000	1,736.00
		0.000	0.00
0100                          4310.54	959.00	1.000	959.00
1350 mm FLARED-END SECTION	EACH	1.000	959.00
		1.000	959.00
		0.000	0.00
0101                          4310.60	1,074.00	1.000	1,074.00
1500 mm FLARED-END SECTION	EACH	1.000	1,074.00
		1.000	1,074.00
		0.000	0.00
0102                          4320.21	459.00	2.000	918.00
525 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	918.00
		2.000	918.00
		0.000	0.00
0103                          6104.00	5.71	458.000	2,615.18
BROKEN CONCRETE RIPRAP	Mg	458.000	2,615.18
		709.000	4,048.39
		0.000	0.00
GROUP 4 CULVERTS		Contracted	435,853.13
		Current	435,853.13
		In place	339,653.42
		This Estimate	4,582.29
GROUP 5 SEEDING
0104                          L001.01	2,145.00	5.500	11,797.50
SEEDING, TYPE A	ha	5.500	11,797.50
		3.000	6,435.00
		0.000	0.00
0105                          L001.02	1,162.00	2.000	2,324.00
SEEDING, TYPE B	ha	2.000	2,324.00
		1.090	1,266.58
		0.000	0.00
0106                          L020.07	3.73	2,015.000	7,515.95
EROSION CONTROL, TYPE B-1	m2	2,015.000	7,515.95
		1,090.000	4,065.70
		0.000	0.00
0107                          L032.75	56.88	34.000	1,933.92
MULCH	Mg	34.000	1,933.92
		19.150	1,089.25
		0.000	0.00
0108                          0030.50	103.00	1.000	103.00
MOBILIZATION	LS	1.000	103.00
		1.000	103.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	23,674.37
		Current	23,674.37
		In place	12,959.53
		This Estimate	0.00
GROUP 7 GUARDRAIL
0137                          0030.70	785.00	1.000	785.00
MOBILIZATION	LS	1.000	785.00
		1.000	785.00
		0.000	0.00
0138                          7011.20	50.93	262.900	13,389.50
W-BEAM GUARDRAIL	m	262.900	13,389.50
		76.200	3,880.87
		0.000	0.00
0139                          7020.00	1,448.00	2.000	2,896.00
BRIDGE APPROACH SECTIONS	EACH	2.000	2,896.00
		1.000	1,448.00
		0.000	0.00
0140                          7022.00	414.00	1.000	414.00
END ANCHORAGE ASSEMBLY	EACH	1.000	414.00
		0.000	0.00
		0.000	0.00
0141                          7024.25	2,585.00	2.000	5,170.00
GUARDRAIL END TREATMENT, TYPE I	EACH	2.000	5,170.00
		1.000	2,585.00
		0.000	0.00
0401                          7016.10	1,113.00	0.000	0.00
REMOVING AND RESETTING GUARDRAIL	LS	1.000	1,113.00
		1.000	1,113.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	22,654.50
		Current	23,767.50
		In place	9,811.87
		This Estimate	0.00
GROUP 7B FENCE
0142                          0030.71	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00
0143                          7110.05	22.17	5,225.300	115,844.90
1.5 METER CHAIN-LINK FENCE	m	5,225.300	115,844.90
		3,801.300	84,274.82
		0.000	0.00
0144                          7111.05	124.00	2.000	248.00
PRIVATE FENCE TERMINALS FOR 1.5 METER CHAIN-LINK FENCE	EACH	2.000	248.00
		0.000	0.00
		0.000	0.00
0145                          7112.05	78.00	3.000	234.00
TAKE DOWN PANEL FOR 1.5 METER CHAIN-LINK FENCE	EACH	3.000	234.00
		0.000	0.00
		0.000	0.00
0146                          7114.15	155.00	7.000	1,085.00
CHANNEL CROSSING, TYPE A FOR 1.5 METER CHAIN-LINK FENCE	EACH	7.000	1,085.00
		4.000	620.00
		0.000	0.00
0147                          7115.05	67.22	14.000	941.08
END POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	14.000	941.08
		1.000	67.22
		0.000	0.00
0148                          7116.05	93.07	40.000	3,722.80
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	40.000	3,722.80
		25.000	2,326.75
		0.000	0.00
0149                          7117.05	196.48	24.000	4,715.52
PULL POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	24.000	4,715.52
		15.000	2,947.20
		0.000	0.00
GROUP 7B FENCE		Contracted	126,792.30
		Current	126,792.30
		In place	90,236.99
		This Estimate	0.00
GROUP 8B ELECTRICAL
0150                          A001.12	465.00	3.000	1,395.00
PULL BOX, TYPE PB-5	EACH	3.000	1,395.00
		1.000	465.00
		0.000	0.00
0151                          A001.16	502.00	5.000	2,510.00
PULL BOX, TYPE PB-6	EACH	5.000	2,510.00
		4.000	2,008.00
		0.000	0.00
0152                          A001.55	414.00	1.000	414.00
SERVICE BOX	EACH	1.000	414.00
600 mm X 900 mm		0.000	0.00
		0.000	0.00
0153                          A009.52	2,285.00	5.000	11,425.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20	EACH	5.000	11,425.00
		0.000	0.00
		0.000	0.00
0154                          A009.73	2,311.26	40.000	92,450.40
STREET LIGHTING UNIT, TYPE SL-S-13.7-1.8 & 1.8-0.20	EACH	40.000	92,450.40
		40.000	92,450.40
		0.000	0.00
0155                          A010.20	889.34	18.000	16,008.12
LUMINAIRE, TYPE HML-A-1KW	EACH	18.000	16,008.12
		6.000	5,336.04
		0.000	0.00
0156                          A010.26	838.00	6.000	5,028.00
LUMINAIRE, TYPE HML-V-1KW	EACH	6.000	5,028.00
		6.000	5,028.00
		0.000	0.00
0157                          A010.60	517.00	6.000	3,102.00
UNDERDECK LUMINAIRE, TYPE UD-100	EACH	6.000	3,102.00
		0.000	0.00
		0.000	0.00
0158                          A018.78	1,448.00	2.000	2,896.00
TRANSPORT HIGH MAST TOWER	EACH	2.000	2,896.00
		2.000	2,896.00
		0.000	0.00
0159                          A018.81	3,723.00	4.000	14,892.00
FOUNDATION DESIGN	EACH	4.000	14,892.00
		4.000	14,892.00
		0.000	0.00
0160                          A018.82	196.48	45.900	9,018.43
CONCRETE FOR FOUNDATION	m3	45.900	9,018.43
		46.400	9,116.68
		0.000	0.00
0161                          A018.83	2.90	2,200.000	6,380.00
REINFORCING STEEL	kg	2,200.000	6,380.00
		2,200.000	6,380.00
		0.000	0.00
0162                          A018.84	206.82	24.000	4,963.68
ANCHOR BOLTS	EACH	24.000	4,963.68
		16.000	3,309.12
		0.000	0.00
0163                          A020.17	1,965.00	4.000	7,860.00
LIGHTING CONTROL CENTER, TYPE P	EACH	4.000	7,860.00
		4.000	7,860.00
		0.000	0.00
0164                          A020.36	7,239.00	1.000	7,239.00
LIGHTING CONTROL CENTER, TYPE R-2	EACH	1.000	7,239.00
		1.000	7,239.00
		0.000	0.00
0165                          A070.10	11.38	476.000	5,416.88
38 mm CONDUIT IN TRENCH	m	476.000	5,416.88
		257.000	2,924.66
		0.000	0.00
0166                          A070.14	15.51	187.000	2,900.37
50 mm CONDUIT IN TRENCH	m	187.000	2,900.37
		128.000	1,985.28
		46.000	713.46
0167                          A070.18	26.00	2.000	52.00
75 mm CONDUIT IN TRENCH	m	2.000	52.00
		2.000	52.00
		0.000	0.00
0168                          A072.14	15.51	32.000	496.32
50 mm CONDUIT UNDER ROADWAY	m	32.000	496.32
		23.000	356.73
		0.000	0.00
0169                          A074.12	36.19	88.000	3,184.72
38 mm CONDUIT, JACKED	m	88.000	3,184.72
		88.000	3,184.72
		0.000	0.00
0170                          A074.14	46.54	30.000	1,396.20
50 mm CONDUIT, JACKED	m	30.000	1,396.20
		0.000	0.00
		0.000	0.00
0171                          A080.10	4.14	1,772.000	7,336.08
STREET LIGHTING CABLE, NO. 2 USE	m	1,772.000	7,336.08
		1,088.000	4,504.32
		0.000	0.00
0172                          A080.22	2.17	2,764.000	5,997.88
STREET LIGHTING CABLE, NO. 6 BARE	m	2,764.000	5,997.88
		1,574.000	3,415.58
		0.000	0.00
0173                          A080.24	2.28	5,692.000	12,977.76
STREET LIGHTING CABLE, NO. 6 USE	m	5,692.000	12,977.76
		2,768.000	6,311.04
		0.000	0.00
0174                          A082.34	6.72	435.000	2,923.20
DIRECT BURIAL CABLE, NO. 6 USE	m	435.000	2,923.20
		145.000	974.40
		0.000	0.00
0175                          A620.02	491.00	1.000	491.00
REMOVE LIGHTING CONTROL CENTER	EACH	1.000	491.00
		0.000	0.00
		0.000	0.00
0176                          A750.10	16,753.00	2.000	33,506.00
MODIFY HIGH MAST TOWER	EACH	2.000	33,506.00
TYPE A		2.000	33,506.00
		0.000	0.00
0177                          A750.11	14,995.00	1.000	14,995.00
MODIFY HIGH MAST TOWER	EACH	1.000	14,995.00
TYPE B		1.000	14,995.00
		0.000	0.00
0178                          A750.12	14,995.00	1.000	14,995.00
MODIFY HIGH MAST TOWER	EACH	1.000	14,995.00
TYPE C		1.000	14,995.00
		0.000	0.00
0179                          A780.05	3,878.00	1.000	3,878.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	3,878.00
AT STA. 139+00		0.660	2,559.48
		0.000	0.00
0180                          A780.06	3,878.00	1.000	3,878.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	3,878.00
AT STA. 165+30		0.660	2,559.48
		0.000	0.00
0181                          A800.56	6.20	976.000	6,051.20
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	976.000	6,051.20
		409.000	2,535.80
		14.000	86.80
0182                          0030.81	10,341.00	1.000	10,341.00
MOBILIZATION	LS	1.000	10,341.00
		1.000	10,341.00
		0.000	0.00
0409                          A780.08	14,007.00	0.000	0.00
TEMPORARY LIGHTING SYSTEM FOR CROSSOVER	EACH	1.000	14,007.00
		0.660	9,244.62
		0.000	0.00
0413                          A724.01	1,045.00	0.000	0.00
RELOCATE TRAFFIC SIGNAL	EACH	1.000	1,045.00
		1.000	1,045.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	316,398.24
		Current	331,450.24
		In place	272,470.35
		This Estimate	800.26
GROUP 8C SIGNING
0183                          A010.08	931.00	10.000	9,310.00
LUMINAIRE, TYPE HPS-150	EACH	10.000	9,310.00
		4.000	3,724.00
		0.000	0.00
0184                          0030.82	8,273.00	1.000	8,273.00
MOBILIZATION	LS	1.000	8,273.00
		1.000	8,273.00
		0.000	0.00
0185                          7308.00	776.00	10.000	7,760.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	10.000	7,760.00
		10.000	7,760.00
		0.000	0.00
0186                          7312.00	31,024.00	1.000	31,024.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	31,024.00
1		1.000	31,024.00
		0.000	0.00
0187                          7312.01	37,228.00	1.000	37,228.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	37,228.00
3		1.000	37,228.00
		0.000	0.00
0188                          7312.02	31,282.00	1.000	31,282.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	31,282.00
4		0.000	0.00
		0.000	0.00
0189                          7312.03	43,661.00	1.000	43,661.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	43,661.00
6		0.000	0.00
		0.000	0.00
0190                          7312.04	42,916.00	1.000	42,916.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	42,916.00
8		0.000	0.00
		0.000	0.00
0191                          7322.01	186.14	160.583	29,890.92
TYPE B SIGN	m2	160.583	29,890.92
		35.090	6,531.65
		0.000	0.00
0192                          7340.00	4.34	1,492.800	6,478.75
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	1,492.800	6,478.75
		278.100	1,206.95
		0.000	0.00
0193                          7360.24	527.00	6.000	3,162.00
600 mm SIGN SUPPORT FOOTING	EACH	6.000	3,162.00
		0.000	0.00
		0.000	0.00
0194                          7360.30	698.00	6.000	4,188.00
750 mm SIGN SUPPORT FOOTING	EACH	6.000	4,188.00
		2.000	1,396.00
		0.000	0.00
0408                          A017.58	11,111.92	0.000	0.00
CONCRETE FOUNDATION	EACH	1.000	11,111.92
Sign Structure Foundation		1.000	11,111.92
		0.000	0.00
GROUP 8C SIGNING		Contracted	255,173.67
		Current	266,285.59
		In place	108,255.52
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0195                          0001.08	0.50	49,602.000	24,801.00
BARRICADE, TYPE II	BDAY	49,602.000	24,801.00
		33,454.000	16,727.00
		770.000	385.00
0196                          0001.10	3.10	4,391.000	13,612.10
BARRICADE, TYPE III	BDAY	4,391.000	13,612.10
		7,502.000	23,256.20
		0.000	0.00
0197                          0001.30	2.07	2,268.000	4,694.76
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,268.000	4,694.76
		2,891.000	5,984.37
		0.000	0.00
0198                          0001.90	0.26	29,996.000	7,798.96
SIGN DAY	EACH	29,996.000	7,798.96
		39,048.000	10,152.48
		1,330.000	345.80
0199                          0002.30	0.72	10,000.000	7,200.00
PAVEMENT MARKING REMOVAL	m	10,000.000	7,200.00
		15,022.880	10,816.47
		0.000	0.00
0200                          0002.44	0.62	28,000.000	17,360.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	28,000.000	17,360.00
		56,272.840	34,889.16
		0.000	0.00
0201                          0002.47	0.93	14,000.000	13,020.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	14,000.000	13,020.00
		16,902.650	15,719.47
		0.000	0.00
0202                          0002.97	180.97	48.000	8,686.56
FLASHING ARROW PANEL	DAY	48.000	8,686.56
		74.000	13,391.78
		0.000	0.00
0203                          0003.51	7.83	8,800.000	68,904.00
INSTALL CONCRETE PROTECTION BARRIER	m	8,800.000	68,904.00
		7,194.200	56,330.59
		0.000	0.00
0204                          0003.53	27.92	2,700.000	75,384.00
TEMPORARY GLARE SCREEN	m	2,700.000	75,384.00
		2,644.000	73,820.48
		0.000	0.00
0205                          0003.58	2,275.00	9.000	20,475.00
INERTIAL BARRIER SYSTEM	EACH	9.000	20,475.00
		6.000	13,650.00
		0.000	0.00
0206                          0003.64	827.00	4.000	3,308.00
REPLACEMENT MODULE	EACH	4.000	3,308.00
		9.000	7,443.00
		0.000	0.00
0207                          0010.04	1,670.00	1.000	1,670.00
FIELD OFFICE	EACH	1.000	1,670.00
		1.000	1,670.00
		0.000	0.00
0209                          0030.00	29,378.24	1.000	29,378.24
MOBILIZATION	LS	1.000	29,378.24
		1.000	29,378.24
		0.000	0.00
0210                          6020.00	21.00	7.300	153.30
REINFORCING STEEL FOR BRIDGE	kg	7.300	153.30
		7.300	153.30
		0.000	0.00
0211                          6390.13	259.00	1.200	310.80
REMOVE BRIDGE CURB	m	1.200	310.80
		1.200	310.80
		0.000	0.00
0212                          9110.01	77.56	60.000	4,653.60
RENTAL OF LOADER, FULLY OPERATED	HOUR	60.000	4,653.60
		45.750	3,548.37
		0.000	0.00
0213                          9110.02	93.00	10.000	930.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	930.00
		8.250	767.25
		0.000	0.00
0214                          9110.03	62.05	60.000	3,723.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	60.000	3,723.00
		43.500	2,699.18
		0.000	0.00
0215                          9110.07	93.07	60.000	5,584.20
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	60.000	5,584.20
		89.000	8,283.24
		0.000	0.00
0402                          0002.48	4.73	0.000	0.00
TEMPORARY RAISED PAVEMENT MARKER	EACH	3,000.000	14,190.00
		2,571.000	12,160.83
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	311,647.52
		Current	325,837.52
		In place	341,152.21
		This Estimate	730.80
Totals for contract		Contracted	13,528,580.81
		Current	13,674,866.03
		In place	10,759,517.13
		This Estimate	452,825.07