Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2796A
Estimate Number:	0044
Pay Period End Date:	07.10.2003

Contract Location:
WATERLOO NORTHWEST	Estimate Type:	FINL

Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	04.27.2000
2512 DEER PARK BLVD	Date Awarded:	05.04.2000
PO BOX 9008 STA C	Date Contract Executed:	05.11.2000
	Date Notice to Proceed:	05.11.2000
OMAHA NE 68109	Date Work Began:	05.30.2000
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
20796A 000		0.000			EACNH-275-7(181)		GRAD, CONC PVMT, CULV, SEED, GDRL, FENCE, ELEC, SIGNS

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$18,237,918.64	$18,237,143.64	$775.00
$17,888,885.07	Stockpiled Materials	$-27.47	$1,780.06	$-1,807.53
Original Contract Amt	Gross Earnings	$18,237,891.17	$18,238,923.70	$-1,032.53
$17,213,296.73	Retainage	$.00	$-25,000.00	$25,000.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.95%	Net Earnings	$18,237,891.17	$18,213,923.70	$23,967.47
	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	$-1,498.55	$-1,498.55	$.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	-$1,498.55	-$1,498.55	$.00
	Payment	$18,236,392.62	$18,212,425.15	$23,967.47
Project Manager			Div. Head/Dist. Eng.
Veverka, Frank	07.10.2003		Lech, Marvin (Marv)	07.11.2003
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	07.16.2003		Hall, David	07.22.2003
Controller Div. Processed
Harring, Joyce	08.04.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0124	7100.00	RIGHT-OF-WAY FENCE
		S.P. Initial Payment	45,985.22	724083
		Fencing Materials.
0141	A018.85	EXCAVATION FOR FOUNDATION
		S.P. Initial Payment	33.73	189884
		Conduit, 1" PVC.
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Initial Payment	5,230.93	189884
		38mm Conduit.
0146	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Initial Payment	1,623.59	189884
		75mm Conduit.
0147	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Initial Payment	327.05	189884
		38mm Conduit.
0150	A074.12	38 mm CONDUIT, JACKED
		S.P. Initial Payment	192.00	189884
		38 mm Conduit.
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Initial Payment	25.89	189884
		1/2 Inch Conduit.
		Total for estimate 0003:	53,418.41
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	4,592.81	351740
		DOWEL BASKETS
		S.P. Adjustment	-636.20	351740
		DOWEL BASKETS
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	8,414.65	851985
		WHITE PIG CURE COMPOUND
		S.P. Initial Payment	52,203.55	351740
		DOWEL BASKETS
0088	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	345.00	99091
		SAME AS ITEM
0089	4005.00	CAST IRON RING AND COVER
		S.P. Initial Payment	462.00	99091
		SAME AS ITEM.
0100	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Initial Payment	737.13	CI 78708
		RE STEEL INLETS & JCT BOXES
0114	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Initial Payment	6,564.46	CI 78708
		REINFORCING STEEL
0146	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Adjustment	-733.02	189884
		75mm Conduit.
		Total for estimate 0004:	71,950.38
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,270.21	351740
		DOWEL BASKETS
		S.P. Initial Payment	12,992.04	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-3,587.18	351741TO44
		DOWEL BASKETS
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	147,672.19	351741TO44
		DOWEL BASKETS
0053	8051.00	SOIL BINDER
		S.P. Initial Payment	9,052.50	fax7-2-00
		stored binder material
		S.P. Adjustment	-128.38	fax7-2-00
		stored binder material
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Initial Payment	55,184.08	fax8-2-00
		material placed on roadway
0070	9170.00	EARTH SHOULDER CONSTRUCTION
		S.P. Initial Payment	42,229.54	fax8-2-00
		material placed on roadway
0124	7100.00	RIGHT-OF-WAY FENCE
		S.P. Initial Payment	34,536.28	724204
		fencing material
0131	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	54.52	189892-3
		PULL BOX TYPE PB-5
0135	A010.60	UNDERDECK LUMINAIRE, TYPE UD-100
		S.P. Initial Payment	1,272.00	188580
		UNDERDECK LIGHTS
0143	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Initial Payment	3,246.00	189746-3
		LCC TYPE R2
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-583.75	189884
		38mm Conduit.
0145	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Initial Payment	4,868.87	189884-2
		50MM CONDUIT
		S.P. Adjustment	-817.17	189884-2
		50MM CONDUIT
0146	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Adjustment	-703.50	189884
		75mm Conduit.
0147	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-102.08	189884
		38mm Conduit.
0148	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Initial Payment	310.78	189884-2
		50 MM CONDUIT
		S.P. Adjustment	-51.24	189884-2
		50 MM CONDUIT
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Initial Payment	1,338.16	R7935
		new materials
0168	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Initial Payment	611.43	R7711
		NEW MATERIALS
0169	7360.30	750 mm SIGN SUPPORT FOOTING
		S.P. Initial Payment	133.57	R7711
		NEW MATERIALS
		Total for estimate 0005:	306,258.45
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-993.61	351740
		DOWEL BASKETS
		S.P. Adjustment	-2,806.03	351741TO44
		DOWEL BASKETS
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-337.00	fax7-2-00
		stored binder material
0129	7105.00	CORNER POSTS
		S.P. Initial Payment	7,824.96	724335
		Pipe for fencing(corners & Bracing)
		S.P. Adjustment	-217.36	724335
		Pipe for fencing(corners & Bracing)
0145	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-741.20	189884-2
		50MM CONDUIT
0148	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-20.50	189884-2
		50 MM CONDUIT
		Total for estimate 0006:	2,709.26
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-952.27	851985
		WHITE PIG CURE COMPOUND
		S.P. Adjustment	-1,274.36	351740
		DOWEL BASKETS
		S.P. Adjustment	-3,598.96	351741TO44
		DOWEL BASKETS
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-369.10	fax7-2-00
		stored binder material
0114	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Adjustment	-6,562.19	CI 78708
		REINFORCING STEEL
0129	7105.00	CORNER POSTS
		S.P. Adjustment	-130.42	724335
		Pipe for fencing(corners & Bracing)
		Total for estimate 0007:	-12,887.30
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,159.70	351740
		DOWEL BASKETS
		S.P. Adjustment	-3,275.09	351741TO44
		DOWEL BASKETS
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,535.53	851985
		WHITE PIG CURE COMPOUND
		S.P. Adjustment	-6,069.61	351740
		DOWEL BASKETS
		S.P. Adjustment	-17,141.34	351741TO44
		DOWEL BASKETS
		S.P. Initial Payment	52,284.96	363310&311
		paving baskets
		S.P. Adjustment	-6,069.38	363310&311
		paving baskets
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-1,219.62	fax7-2-00
		stored binder material
0124	7100.00	RIGHT-OF-WAY FENCE
		S.P. Adjustment	-6,600.73	724083
		Fencing Materials.
		S.P. Adjustment	-4,957.37	724204
		fencing material
0129	7105.00	CORNER POSTS
		S.P. Adjustment	-217.36	724335
		Pipe for fencing(corners & Bracing)
0131	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	397.59	100760
		pull box type 5
0132	A001.16	PULL BOX, TYPE PB-6
		S.P. Initial Payment	1,191.00	100760
		pull box type 6
0133	A010.20	LUMINAIRE, TYPE HML-A-1KW
		S.P. Initial Payment	22,092.00	188580-2
		luminare HML-A-ikw
0134	A010.26	LUMINAIRE, TYPE HML-V-1KW
		S.P. Initial Payment	17,904.76	188580-2
		luminare hml-v-ikw
0136	A018.20	HIGH MAST LIGHTING UNIT, TYPE T-30.5
		S.P. Initial Payment	64,116.00	188580-2
		whinch assbembly for high mast
0140	A018.84	ANCHOR BOLTS
		S.P. Initial Payment	7,722.00	124-566836
		anchor bolts
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Initial Payment	640.00	100760
		materials for relocate street light unit
		Total for estimate 0008:	115,102.58
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-296.81	351740
		DOWEL BASKETS
		S.P. Adjustment	-838.20	351741TO44
		DOWEL BASKETS
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,955.41	851985
		WHITE PIG CURE COMPOUND
		S.P. Adjustment	-6,354.57	351740
		DOWEL BASKETS
		S.P. Adjustment	-17,946.10	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-6,354.33	363310&311
		paving baskets
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-304.90	fax7-2-00
		stored binder material
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-2,507.30	fax8-2-00
		material placed on roadway
0070	9170.00	EARTH SHOULDER CONSTRUCTION
		S.P. Adjustment	-3,872.23	fax8-2-00
		material placed on roadway
0124	7100.00	RIGHT-OF-WAY FENCE
		S.P. Adjustment	-7,154.81	724083
		Fencing Materials.
		S.P. Adjustment	-5,373.50	724204
		fencing material
0140	A018.84	ANCHOR BOLTS
		S.P. Adjustment	-2,376.00	124-566836
		anchor bolts
0141	A018.85	EXCAVATION FOR FOUNDATION
		S.P. Adjustment	-5.04	189884
		Conduit, 1" PVC.
0145	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-612.43	189884-2
		50MM CONDUIT
		Total for estimate 0009:	-56,951.63
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-6,989.13	351740
		DOWEL BASKETS
		S.P. Adjustment	-19,738.19	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-6,988.87	363310&311
		paving baskets
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-1,806.65	fax7-2-00
		stored binder material
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-8,239.12	fax8-2-00
		material placed on roadway
0124	7100.00	RIGHT-OF-WAY FENCE
		S.P. Adjustment	-2,892.00	724083
		Fencing Materials.
		S.P. Adjustment	-2,171.99	724204
		fencing material
0129	7105.00	CORNER POSTS
		S.P. Adjustment	-608.61	724335
		Pipe for fencing(corners & Bracing)
		Total for estimate 0010:	-49,434.56
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,093.36	351740
		DOWEL BASKETS
		S.P. Adjustment	-11,560.17	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-4,093.21	363310&311
		paving baskets
0124	7100.00	RIGHT-OF-WAY FENCE
		S.P. Adjustment	-7,582.36	724083
		Fencing Materials.
		S.P. Adjustment	-5,694.61	724204
		fencing material
0131	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-4.19	189892-3
		PULL BOX TYPE PB-5
		S.P. Adjustment	-30.58	100760
		pull box type 5
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-405.12	189884
		38mm Conduit.
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Adjustment	-5.04	189884
		1/2 Inch Conduit.
		S.P. Adjustment	-260.20	R7935
		new materials
		S.P. Adjustment	-124.45	100760
		materials for relocate street light unit
		Total for estimate 0011:	-33,853.29
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0131	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-25.17	189892-3
		PULL BOX TYPE PB-5
		S.P. Adjustment	-183.51	100760
		pull box type 5
0132	A001.16	PULL BOX, TYPE PB-6
		S.P. Adjustment	-162.41	100760
		pull box type 6
0136	A018.20	HIGH MAST LIGHTING UNIT, TYPE T-30.5
		S.P. Adjustment	-19,728.00	188580-2
		whinch assbembly for high mast
		S.P. Initial Payment	65,234.00	0574325
		towers & bolts
		S.P. Adjustment	-20,072.00	0574325
		towers & bolts
0140	A018.84	ANCHOR BOLTS
		S.P. Adjustment	-2,970.00	124-566836
		anchor bolts
0141	A018.85	EXCAVATION FOR FOUNDATION
		S.P. Adjustment	-5.90	189884
		Conduit, 1" PVC.
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-631.60	189884
		38mm Conduit.
0146	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Adjustment	-37.88	189884
		75mm Conduit.
0147	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-91.87	189884
		38mm Conduit.
0148	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-179.85	189884-2
		50 MM CONDUIT
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Adjustment	-1.20	189884
		1/2 Inch Conduit.
		S.P. Adjustment	-61.95	R7935
		new materials
		S.P. Adjustment	-29.63	100760
		materials for relocate street light unit
		Total for estimate 0012:	21,053.03
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	257,400.00	4310000036
		fine aggregate for concrete
0133	A010.20	LUMINAIRE, TYPE HML-A-1KW
		S.P. Adjustment	-6,312.00	188580-2
		luminare HML-A-ikw
0136	A018.20	HIGH MAST LIGHTING UNIT, TYPE T-30.5
		S.P. Adjustment	-24,660.00	188580-2
		whinch assbembly for high mast
		S.P. Adjustment	-25,090.00	0574325
		towers & bolts
		Total for estimate 0013:	201,338.00
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-6,212.28	fax8-2-00
		material placed on roadway
0070	9170.00	EARTH SHOULDER CONSTRUCTION
		S.P. Adjustment	428.41	fax8-2-00
		material placed on roadway
0134	A010.26	LUMINAIRE, TYPE HML-V-1KW
		S.P. Adjustment	-5,968.25	188580-2
		luminare hml-v-ikw
0143	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Initial Payment	5,025.00	189703
		materials for LCC-R2
0151	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Initial Payment	7,238.71	0577460
		wire for group 8b(#2)
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Initial Payment	2,559.85	0577002
		wire for group 8B (#6)
		Total for estimate 0014:	3,071.44
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	49,121.28	1-9-01 fax
		paving baskets
0133	A010.20	LUMINAIRE, TYPE HML-A-1KW
		S.P. Adjustment	-9,468.00	188580-2
		luminare HML-A-ikw
0134	A010.26	LUMINAIRE, TYPE HML-V-1KW
		S.P. Adjustment	-5,968.25	188580-2
		luminare hml-v-ikw
0135	A010.60	UNDERDECK LUMINAIRE, TYPE UD-100
		S.P. Adjustment	-1,272.00	188580
		UNDERDECK LIGHTS
0143	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Adjustment	-1,082.00	189746-3
		LCC TYPE R2
		S.P. Adjustment	-1,675.00	189703
		materials for LCC-R2
		Total for estimate 0015:	29,656.03
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0148	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	201.54	189884-2
		50 MM CONDUIT
		Total for estimate 0016:	201.54
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,341.22	351740
		DOWEL BASKETS
		S.P. Adjustment	-6,622.78	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-2,344.87	363310&311
		paving baskets
		S.P. Adjustment	-15,967.55	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-4,184.82	1-9-01 fax
		paving baskets
0132	A001.16	PULL BOX, TYPE PB-6
		S.P. Adjustment	-406.02	100760
		pull box type 6
0143	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Adjustment	-1,082.00	189746-3
		LCC TYPE R2
		S.P. Adjustment	-1,675.00	189703
		materials for LCC-R2
0145	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Initial Payment	2,143.23	5957
		50mm Conduit
0148	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Initial Payment	136.79	4284
		50mm Conduit
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Adjustment	-0.48	189884
		1/2 Inch Conduit.
		S.P. Adjustment	-24.78	R7935
		new materials
		S.P. Adjustment	-11.85	100760
		materials for relocate street light unit
		Total for estimate 0019:	-32,381.35
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,354.50	351740
		DOWEL BASKETS
		S.P. Adjustment	-15,146.70	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-5,362.85	363310&311
		paving baskets
		S.P. Adjustment	-36,518.73	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-9,570.92	1-9-01 fax
		paving baskets
		S.P. Initial Payment	17,761.80	8620
		Misc paving items, baskets, cure, etc, etc.
		S.P. Adjustment	-4,806.87	8620
		Misc paving items, baskets, cure, etc, etc.
		S.P. Initial Payment	160,662.61	0485
		Stockpiled dowel baskets.
		S.P. Adjustment	-43,480.10	0485
		Stockpiled dowel baskets.
		S.P. Initial Payment	51,323.98	3015
		Paving baskets.
		S.P. Adjustment	-13,889.80	3015
		Paving baskets.
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-561.67	fax7-2-00
		stored binder material
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-8,991.13	fax8-2-00
		material placed on roadway
0140	A018.84	ANCHOR BOLTS
		S.P. Adjustment	-1,188.00	124-566836
		anchor bolts
0141	A018.85	EXCAVATION FOR FOUNDATION
		S.P. Adjustment	-2.20	189884
		Conduit, 1" PVC.
0145	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-141.88	189884-2
		50MM CONDUIT
		S.P. Adjustment	-118.16	5957
		50mm Conduit
0148	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-88.79	189884-2
		50 MM CONDUIT
		S.P. Adjustment	-77.77	4284
		50mm Conduit
0151	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Initial Payment	5,633.32	7923
		Item 151 stockpiled wire.
0168	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Initial Payment	3,168.00	22943-1
		Item 168
0169	7360.30	750 mm SIGN SUPPORT FOOTING
		S.P. Initial Payment	1,200.00	22943-1
		Item 169.
		Total for estimate 0020:	94,449.64
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,602.35	351740
		DOWEL BASKETS
		S.P. Adjustment	-7,361.47	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-2,606.41	363310&311
		paving baskets
		S.P. Adjustment	-17,748.53	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-4,651.58	1-9-01 fax
		paving baskets
		S.P. Adjustment	-2,336.20	8620
		Misc paving items, baskets, cure, etc, etc.
		S.P. Adjustment	-21,131.84	0485
		Stockpiled dowel baskets.
		S.P. Adjustment	-6,750.61	3015
		Paving baskets.
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-2,278.76	fax7-2-00
		stored binder material
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-4,455.03	fax8-2-00
		material placed on roadway
0132	A001.16	PULL BOX, TYPE PB-6
		S.P. Adjustment	-135.34	100760
		pull box type 6
0136	A018.20	HIGH MAST LIGHTING UNIT, TYPE T-30.5
		S.P. Adjustment	-9,864.00	188580-2
		whinch assbembly for high mast
		S.P. Adjustment	-10,036.00	0574325
		towers & bolts
0145	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-389.73	189884-2
		50MM CONDUIT
		S.P. Adjustment	-324.57	5957
		50mm Conduit
0146	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Adjustment	-34.43	189884
		75mm Conduit.
0148	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-22.20	189884-2
		50 MM CONDUIT
		S.P. Adjustment	-19.44	4284
		50mm Conduit
		Total for estimate 0021:	-92,748.49
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,237.82	351740
		DOWEL BASKETS
		S.P. Adjustment	-6,330.29	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-2,241.31	363310&311
		paving baskets
		S.P. Adjustment	-15,262.35	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-4,000.00	1-9-01 fax
		paving baskets
		S.P. Adjustment	-2,008.95	8620
		Misc paving items, baskets, cure, etc, etc.
		S.P. Adjustment	-18,171.73	0485
		Stockpiled dowel baskets.
		S.P. Adjustment	-5,804.99	3015
		Paving baskets.
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-152.43	fax7-2-00
		stored binder material
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-537.70	189884
		38mm Conduit.
		Total for estimate 0022:	-56,747.57
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,615.61	351740
		DOWEL BASKETS
		S.P. Adjustment	-10,227.76	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-3,621.25	363310&311
		paving baskets
		S.P. Adjustment	-24,659.16	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-6,462.74	1-9-01 fax
		paving baskets
		S.P. Adjustment	-3,245.83	8620
		Misc paving items, baskets, cure, etc, etc.
		S.P. Adjustment	-29,359.80	0485
		Stockpiled dowel baskets.
		S.P. Adjustment	-9,379.04	3015
		Paving baskets.
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-304.86	fax7-2-00
		stored binder material
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-1,508.62	fax8-2-00
		material placed on roadway
0070	9170.00	EARTH SHOULDER CONSTRUCTION
		S.P. Adjustment	-276.05	fax8-2-00
		material placed on roadway
0100	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-145.01	CI 78708
		RE STEEL INLETS & JCT BOXES
0131	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-4.19	189892-3
		PULL BOX TYPE PB-5
		S.P. Adjustment	-30.58	100760
		pull box type 5
0132	A001.16	PULL BOX, TYPE PB-6
		S.P. Adjustment	-27.07	100760
		pull box type 6
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-456.33	189884
		38mm Conduit.
0145	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-1,954.01	189884-2
		50MM CONDUIT
		S.P. Adjustment	-1,627.32	5957
		50mm Conduit
0147	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-114.88	189884
		38mm Conduit.
0148	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-20.49	189884-2
		50 MM CONDUIT
		S.P. Adjustment	-17.95	4284
		50mm Conduit
0151	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Adjustment	-2,498.07	0577460
		wire for group 8b(#2)
		S.P. Adjustment	-1,944.05	7923
		Item 151 stockpiled wire.
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Adjustment	-645.93	0577002
		wire for group 8B (#6)
		Total for estimate 0023:	-102,146.60
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-802.25	fax7-2-00
		stored binder material
0070	9170.00	EARTH SHOULDER CONSTRUCTION
		S.P. Adjustment	-14,107.81	fax8-2-00
		material placed on roadway
0115	L001.01	SEEDING, TYPE A
		S.P. Initial Payment	105,141.00	06-19-01
		Seed
0116	L001.02	SEEDING, TYPE B
		S.P. Initial Payment	20,001.42	06-29-01
		Seed.
		S.P. Adjustment	-3,663.45	06-29-01
		Seed.
0140	A018.84	ANCHOR BOLTS
		S.P. Adjustment	-1,188.00	124-566836
		anchor bolts
0141	A018.85	EXCAVATION FOR FOUNDATION
		S.P. Adjustment	-2.58	189884
		Conduit, 1" PVC.
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Adjustment	-3.12	189884
		1/2 Inch Conduit.
		S.P. Adjustment	-161.07	R7935
		new materials
		S.P. Adjustment	-77.04	100760
		materials for relocate street light unit
		Total for estimate 0024:	105,137.10
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,787.97	351740
		DOWEL BASKETS
		S.P. Adjustment	-16,372.88	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-5,797.00	363310&311
		paving baskets
		S.P. Adjustment	-39,475.06	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-10,345.73	1-9-01 fax
		paving baskets
		S.P. Adjustment	-5,196.01	8620
		Misc paving items, baskets, cure, etc, etc.
		S.P. Adjustment	-46,999.98	0485
		Stockpiled dowel baskets.
		S.P. Adjustment	-15,014.23	3015
		Paving baskets.
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-786.26	fax7-2-00
		stored binder material
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-9,347.67	fax8-2-00
		material placed on roadway
0070	9170.00	EARTH SHOULDER CONSTRUCTION
		S.P. Adjustment	-2,944.44	fax8-2-00
		material placed on roadway
0115	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-2,862.97	06-19-01
		Seed
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-3,994.49	06-29-01
		Seed.
0129	7105.00	CORNER POSTS
		S.P. Adjustment	-608.61	724335
		Pipe for fencing(corners & Bracing)
0133	A010.20	LUMINAIRE, TYPE HML-A-1KW
		S.P. Adjustment	-6,312.00	188580-2
		luminare HML-A-ikw
0136	A018.20	HIGH MAST LIGHTING UNIT, TYPE T-30.5
		S.P. Adjustment	-9,864.00	188580-2
		whinch assbembly for high mast
		S.P. Adjustment	-10,036.00	0574325
		towers & bolts
0143	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Adjustment	-1,082.00	189746-3
		LCC TYPE R2
		S.P. Adjustment	-1,675.00	189703
		materials for LCC-R2
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-116.48	189884
		38mm Conduit.
0151	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Adjustment	-1,200.89	0577460
		wire for group 8b(#2)
		S.P. Adjustment	-934.56	7923
		Item 151 stockpiled wire.
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Adjustment	-353.67	0577002
		wire for group 8B (#6)
0168	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-67.94	R7711
		NEW MATERIALS
		S.P. Adjustment	-352.00	22943-1
		Item 168
		Total for estimate 0025:	-197,527.84
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-4,135.92	fax8-2-00
		material placed on roadway
0115	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-21,077.16	06-19-01
		Seed
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	2,541.50	06-29-01
		Seed.
0129	7105.00	CORNER POSTS
		S.P. Adjustment	-782.50	724335
		Pipe for fencing(corners & Bracing)
0131	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-12.58	189892-3
		PULL BOX TYPE PB-5
		S.P. Adjustment	-91.75	100760
		pull box type 5
0132	A001.16	PULL BOX, TYPE PB-6
		S.P. Adjustment	-135.34	100760
		pull box type 6
0134	A010.26	LUMINAIRE, TYPE HML-V-1KW
		S.P. Adjustment	-5,968.25	188580-2
		luminare hml-v-ikw
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-234.55	189884
		38mm Conduit.
0145	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-212.46	189884-2
		50MM CONDUIT
		S.P. Adjustment	-73.18	5957
		50mm Conduit
0146	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Adjustment	-14.76	189884
		75mm Conduit.
0147	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-18.16	189884
		38mm Conduit.
0151	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Adjustment	-1,561.77	0577460
		wire for group 8b(#2)
		S.P. Adjustment	-1,215.40	7923
		Item 151 stockpiled wire.
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Adjustment	-426.45	0577002
		wire for group 8B (#6)
0163	7321.01	TYPE A SIGN
		S.P. Initial Payment	4,025.88	51129
		Sign Materials
0164	7322.01	TYPE B SIGN
		S.P. Initial Payment	16,306.90	51126
		sign materials
		Total for estimate 0026:	-13,085.95
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0053	8051.00	SOIL BINDER
		S.P. Adjustment	-0.62	fax7-2-00
		stored binder material
0115	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-16,218.70	06-19-01
		Seed
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-404.44	06-29-01
		Seed.
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Adjustment	-83.40	0577002
		wire for group 8B (#6)
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Adjustment	-1.92	189884
		1/2 Inch Conduit.
		S.P. Adjustment	-99.12	R7935
		new materials
		S.P. Adjustment	-47.41	100760
		materials for relocate street light unit
0168	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-203.81	R7711
		NEW MATERIALS
		S.P. Adjustment	-1,056.00	22943-1
		Item 168
		Total for estimate 0027:	-18,115.42
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0115	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-20,856.71	06-19-01
		Seed
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-3,435.26	06-29-01
		Seed.
0124	7100.00	RIGHT-OF-WAY FENCE
		S.P. Adjustment	-7,484.92	724083
		Fencing Materials.
		S.P. Adjustment	-5,621.40	724204
		fencing material
0129	7105.00	CORNER POSTS
		S.P. Adjustment	-43.47	724335
		Pipe for fencing(corners & Bracing)
0168	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-169.84	R7711
		NEW MATERIALS
		S.P. Adjustment	-880.00	22943-1
		Item 168
		Total for estimate 0028:	-38,491.60
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-7.35	351740
		DOWEL BASKETS
		S.P. Adjustment	-20.80	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-7.37	363310&311
		paving baskets
		S.P. Adjustment	-50.15	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-13.14	1-9-01 fax
		paving baskets
		S.P. Adjustment	-6.60	8620
		Misc paving items, baskets, cure, etc, etc.
		S.P. Adjustment	-59.71	0485
		Stockpiled dowel baskets.
		S.P. Adjustment	-19.08	3015
		Paving baskets.
0070	9170.00	EARTH SHOULDER CONSTRUCTION
		S.P. Adjustment	-20,254.35	fax8-2-00
		material placed on roadway
0089	4005.00	CAST IRON RING AND COVER
		S.P. Adjustment	-462.00	99091
		SAME AS ITEM.
0115	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-14,028.53	06-19-01
		Seed
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-998.62	06-29-01
		Seed.
0124	7100.00	RIGHT-OF-WAY FENCE
		S.P. Adjustment	-11,577.62	724083
		Fencing Materials.
		S.P. Adjustment	-8,695.14	724204
		fencing material
0129	7105.00	CORNER POSTS
		S.P. Adjustment	-2,043.18	724335
		Pipe for fencing(corners & Bracing)
0131	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-4.19	189892-3
		PULL BOX TYPE PB-5
		S.P. Adjustment	-30.58	100760
		pull box type 5
0168	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-67.94	R7711
		NEW MATERIALS
		S.P. Adjustment	-352.00	22943-1
		Item 168
0169	7360.30	750 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-53.43	R7711
		NEW MATERIALS
		S.P. Adjustment	-480.00	22943-1
		Item 169.
		Total for estimate 0029:	-59,231.78
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-538.99	351740
		DOWEL BASKETS
		S.P. Adjustment	-1,524.68	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-539.83	363310&311
		paving baskets
		S.P. Adjustment	-3,676.02	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-963.42	1-9-01 fax
		paving baskets
		S.P. Adjustment	-161.35	8620
		Misc paving items, baskets, cure, etc, etc.
		S.P. Adjustment	-1,459.45	0485
		Stockpiled dowel baskets.
		S.P. Adjustment	-466.22	3015
		Paving baskets.
0131	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-4.19	189892-3
		PULL BOX TYPE PB-5
		S.P. Adjustment	-30.58	100760
		pull box type 5
0132	A001.16	PULL BOX, TYPE PB-6
		S.P. Adjustment	-27.07	100760
		pull box type 6
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-713.21	189884
		38mm Conduit.
0151	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Adjustment	-236.54	0577460
		wire for group 8b(#2)
		S.P. Adjustment	-184.08	7923
		Item 151 stockpiled wire.
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Adjustment	-172.10	0577002
		wire for group 8B (#6)
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Adjustment	-5.28	189884
		1/2 Inch Conduit.
		S.P. Adjustment	-272.59	R7935
		new materials
		S.P. Adjustment	-130.37	100760
		materials for relocate street light unit
		Total for estimate 0030:	-11,105.97
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,228.41	351740
		DOWEL BASKETS
		S.P. Adjustment	-6,303.67	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-2,231.88	363310&311
		paving baskets
		S.P. Adjustment	-15,198.17	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-3,983.17	1-9-01 fax
		paving baskets
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-6,992.62	fax8-2-00
		material placed on roadway
0070	9170.00	EARTH SHOULDER CONSTRUCTION
		S.P. Adjustment	-1,203.07	fax8-2-00
		material placed on roadway
0115	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-26,854.62	06-19-01
		Seed
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-2,256.89	06-29-01
		Seed.
0144	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-1,551.59	189884
		38mm Conduit.
0151	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Adjustment	-1,688.38	0577460
		wire for group 8b(#2)
		S.P. Adjustment	-1,313.93	7923
		Item 151 stockpiled wire.
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Adjustment	-151.63	0577002
		wire for group 8B (#6)
0163	7321.01	TYPE A SIGN
		S.P. Adjustment	-3,839.02	51129
		Sign Materials
0164	7322.01	TYPE B SIGN
		S.P. Adjustment	-4,633.02	51126
		sign materials
0168	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-101.91	R7711
		NEW MATERIALS
		S.P. Adjustment	-528.00	22943-1
		Item 168
0169	7360.30	750 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-26.71	R7711
		NEW MATERIALS
		S.P. Adjustment	-240.00	22943-1
		Item 169.
		Total for estimate 0031:	-81,326.69
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-196.28	351740
		DOWEL BASKETS
		S.P. Adjustment	-555.22	351741TO44
		DOWEL BASKETS
0115	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-2,862.97	06-19-01
		Seed
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-998.62	06-29-01
		Seed.
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Adjustment	-128.31	0577002
		wire for group 8B (#6)
		Total for estimate 0032:	-4,741.40
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Adjustment	-229.34	0577002
		wire for group 8B (#6)
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Adjustment	-5.52	189884
		1/2 Inch Conduit.
		S.P. Adjustment	-284.98	R7935
		new materials
		S.P. Adjustment	-136.30	100760
		materials for relocate street light unit
0163	7321.01	TYPE A SIGN
		S.P. Adjustment	-186.86	51129
		Sign Materials
0164	7322.01	TYPE B SIGN
		S.P. Adjustment	-7,678.27	51126
		sign materials
0169	7360.30	750 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-53.43	R7711
		NEW MATERIALS
		S.P. Adjustment	-480.00	22943-1
		Item 169.
		Total for estimate 0033:	-9,054.70
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	149.99	351740
		DOWEL BASKETS
		S.P. Adjustment	424.29	351741TO44
		DOWEL BASKETS
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-557.84	351740
		DOWEL BASKETS
		S.P. Adjustment	-1,578.00	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-558.71	363310&311
		paving baskets
		S.P. Adjustment	-3,804.56	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-997.11	1-9-01 fax
		paving baskets
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	3,680.91	fax8-2-00
		material placed on roadway
		Total for estimate 0034:	-3,241.03
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0164	7322.01	TYPE B SIGN
		S.P. Adjustment	-3,995.61	51126
		sign materials
		Total for estimate 0035:	-3,995.61
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0003	L020.02	EROSION CONTROL, TYPE B
		S.P. Initial Payment	2,278.40	44086
		Erosion Control.
		Total for estimate 0039:	2,278.40
Est Nbr:	0040
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,201.01	351740
		DOWEL BASKETS
		S.P. Adjustment	-6,226.16	351741TO44
		DOWEL BASKETS
		S.P. Adjustment	-2,204.44	363310&311
		paving baskets
		S.P. Adjustment	-15,011.30	4310000036
		fine aggregate for concrete
		S.P. Adjustment	-3,934.20	1-9-01 fax
		paving baskets
		Total for estimate 0040:	-29,577.11
Est Nbr:	0041
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Adjustment	-1,551.23	fax8-2-00
		material placed on roadway
0088	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-345.00	99091
		SAME AS ITEM
0100	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-435.15	CI 78708
		RE STEEL INLETS & JCT BOXES
0115	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-379.34	06-19-01
		Seed
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-483.83	06-29-01
		Seed.
0124	7100.00	RIGHT-OF-WAY FENCE
		S.P. Adjustment	-2,693.79	724083
		Fencing Materials.
		S.P. Adjustment	-2,023.11	724204
		fencing material
4029	L001.18	SEEDING, TYPE WETLAND-HIGH
		S.P. Initial Payment	1,102.05	15404
		Wetlands, High
4030	L001.19	SEEDING, TYPE WETLAND-LOW
		S.P. Initial Payment	9,498.24	15404
		Wetlands, Low.
		Total for estimate 0041:	2,688.84
Est Nbr:	0042
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0003	L020.02	EROSION CONTROL, TYPE B
		S.P. Adjustment	-2,278.40	44086
		Erosion Control.
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-1,935.33	06-29-01
		Seed.
4029	L001.18	SEEDING, TYPE WETLAND-HIGH
		S.P. Adjustment	-1,102.05	15404
		Wetlands, High
4030	L001.19	SEEDING, TYPE WETLAND-LOW
		S.P. Adjustment	-9,498.24	15404
		Wetlands, Low.
		Total for estimate 0042:	-14,814.02
Est Nbr:	0043
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-189.99	351740
		DOWEL BASKETS
		S.P. Closure	-2,354.61	351741TO44
		DOWEL BASKETS
0044	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	50.55	351740
		DOWEL BASKETS
		S.P. Closure	27.76	351741TO44
		DOWEL BASKETS
		S.P. Closure	-1,263.25	363310&311
		paving baskets
		S.P. Closure	-70,028.42	4310000036
		fine aggregate for concrete
		S.P. Closure	-14.45	1-9-01 fax
		paving baskets
0057	8111.01	SHOULDER SUBGRADE PREPARATION
		S.P. Closure	-4,924.07	fax8-2-00
		material placed on roadway
0100	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Closure	-156.97	CI 78708
		RE STEEL INLETS & JCT BOXES
0116	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-2,564.46	06-29-01
		Seed.
0129	7105.00	CORNER POSTS
		S.P. Closure	-3,173.45	724335
		Pipe for fencing(corners & Bracing)
0132	A001.16	PULL BOX, TYPE PB-6
		S.P. Closure	-297.75	100760
		pull box type 6
0141	A018.85	EXCAVATION FOR FOUNDATION
		S.P. Closure	-18.01	189884
		Conduit, 1" PVC.
0146	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Closure	-100.00	189884
		75mm Conduit.
0148	A072.14	50 mm CONDUIT UNDER ROADWAY
		S.P. Closure	-129.25	189884-2
		50 MM CONDUIT
		S.P. Closure	-21.63	4284
		50mm Conduit
0150	A074.12	38 mm CONDUIT, JACKED
		S.P. Closure	-192.00	189884
		38 mm Conduit.
0151	A080.10	STREET LIGHTING CABLE, NO. 2 USE
		S.P. Closure	-53.06	0577460
		wire for group 8b(#2)
		S.P. Closure	-41.30	7923
		Item 151 stockpiled wire.
0152	A080.22	STREET LIGHTING CABLE, NO. 6 BARE
		S.P. Closure	-369.02	0577002
		wire for group 8B (#6)
0157	A700.20	RELOCATE STREET LIGHTING UNIT
		S.P. Closure	-3.33	189884
		1/2 Inch Conduit.
		S.P. Closure	-173.47	R7935
		new materials
		S.P. Closure	-82.95	100760
		materials for relocate street light unit
		Total for estimate 0043:	-86,073.13
Est Nbr:	0044
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	L001.02	SEEDING, TYPE B
		S.P. Closure	-1,807.53	06-29-01
		Seed.
		Total for estimate 0044:	-1,807.53
		Total remaining for contract:	-27.47

			1. Contracted
			2. Current
			3. To date
Item Nbr Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001 L006.00	150.49	35.300	5,312.30
COVER CROP SEEDING	ha	35.300	5,312.30
		127.177	19,138.87
		0.000	0.00

0002 L020.00	1.46	7,650.000	11,169.00
EROSION CONTROL	m2	7,650.000	11,169.00
		7,650.000	11,169.00
		0.000	0.00

0003 L020.02	1.35	14,667.000	19,800.45
EROSION CONTROL, TYPE B	m2	14,667.000	19,800.45
		14,700.000	19,845.00
		0.000	0.00

0004 L022.13	10.79	185.900	2,005.86
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	m	185.900	2,005.86
		71.000	766.09
		0.000	0.00

0005 L022.14	8.78	105.600	927.17
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	105.600	927.17
		10.800	94.82
		0.000	0.00

0006 L022.25	11.79	150.000	1,768.50
FABRIC SILT FENCE, TYPE COIR FIBER	m	150.000	1,768.50
		0.000	0.00
		0.000	0.00

0007 P310.48	152.27	120.000	18,272.40
1200 mm CULVERT PIPE, TYPE 2,4 OR 5	m	120.000	18,272.40
		126.000	19,186.02
		0.000	0.00

0008 P400.18	54.71	226.000	12,364.46
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	226.000	12,364.46
		244.600	13,382.08
		0.000	0.00

0009 P500.24	76.10	90.500	6,887.05
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	90.500	6,887.05
		72.410	5,510.40
		0.000	0.00

0010 P500.36	130.31	28.000	3,648.68
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	28.000	3,648.68
		48.000	6,254.88
		0.000	0.00

0011 0030.10	48,158.00	1.000	48,158.00
MOBILIZATION	LS	1.000	48,158.00
		1.000	48,158.00
		0.000	0.00

0012 1009.00	58,191.00	1.000	58,191.00
GENERAL CLEARING AND GRUBBING	LS	1.000	58,191.00
		1.000	58,191.00
		0.000	0.00

0013 1010.01	3.91	30,410.000	118,903.10
EXCAVATION (ESTABLISHED QUANTITY)	m3	30,410.000	118,903.10
		30,410.000	118,903.10
		0.000	0.00

0014 1011.00	3.01	15,612.000	46,992.12
WATER	kL	15,612.000	46,992.12
		3,860.800	11,621.00
		0.000	0.00

0015 1012.00	75.25	145.000	10,911.25
RIGHT-OF-WAY MARKERS	EACH	145.000	10,911.25
		95.000	7,148.75
		0.000	0.00

0016 1030.00	9.79	223,033.000	2,183,493.07
EARTHWORK MEASURED IN EMBANKMENT	m3	223,033.000	2,183,493.07
		234,298.000	2,293,777.42
		0.000	0.00

0017 1101.00	3.00	114,833.000	344,499.00
REMOVE PAVEMENT	m2	114,833.000	344,499.00
		121,971.850	365,915.54
		0.000	0.00

0018 1101.25	8.20	431.000	3,534.20
SAWING PAVEMENT	m	431.000	3,534.20
		2,475.470	20,298.85
		0.000	0.00

0019 1102.00	3.01	13,683.000	41,185.83
REMOVE ASPHALT SURFACE	m2	13,683.000	41,185.83
		12,662.740	38,114.83
		0.000	0.00

0020 1106.00	3.01	1,564.000	4,707.64
REMOVE DRIVEWAY	m2	1,564.000	4,707.64
		1,153.640	3,472.46
		0.000	0.00

0021 1122.01	3.01	7,528.000	22,659.28
REMOVE CONCRETE MEDIAN SURFACING	m2	7,528.000	22,659.28
		7,035.717	21,177.50
		0.000	0.00

0022 1128.50	3.01	685.000	2,061.85
REMOVE SLAB	m2	685.000	2,061.85
		726.200	2,185.86
		0.000	0.00

0023 1701.24	44.36	360.000	15,969.60
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	360.000	15,969.60
		365.300	16,204.71
		0.000	0.00

0024 4035.00	97.00	2.000	194.00
REMOVE FLARED-END SECTION	EACH	2.000	194.00
		2.000	194.00
		0.000	0.00

0025 4050.01	5.58	117.000	652.86
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	117.000	652.86
		197.000	1,099.26
		0.000	0.00

0026 4105.58	1,001.00	6.890	6,896.89
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	6.890	6,896.89
		6.700	6,706.70
		0.000	0.00

0027 4155.50	0.69	293.000	202.17
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	293.000	202.17
		299.000	206.31
		0.000	0.00

0028 4310.18	213.00	10.000	2,130.00
450 mm FLARED-END SECTION	EACH	10.000	2,130.00
		10.000	2,130.00
		0.000	0.00

0029 9110.01	95.00	10.000	950.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	950.00
		15.000	1,425.00
		0.000	0.00

0030 9110.02	90.00	10.000	900.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	900.00
		20.000	1,800.00
		0.000	0.00

0031 9110.07	85.00	10.000	850.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	850.00
		7.000	595.00
		0.000	0.00

4016 9110.11	150.00	0.000	0.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	100.000	15,000.00
Invoice Rental.		32.500	4,875.00
		0.000	0.00

4017 9110.06	120.75	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	100.000	12,075.00
		131.000	15,818.27
		0.000	0.00

4018 9110.11	120.75	0.000	0.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	100.000	12,075.00
		928.250	112,086.20
		0.000	0.00

4019 9110.36	92.40	0.000	0.00
RENTAL OF TRUCK/TRAILER, FULLY OPERATED	HOUR	5.000	462.00
		4.000	369.60
		0.000	0.00

4020 9110.12	136.50	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	100.000	13,650.00
Challenger		347.000	47,365.50
		0.000	0.00

4021 9110.26	75.00	0.000	0.00
RENTAL OF TRACTOR AND DISK, FULLY OPERATED	HOUR	60.000	4,500.00
		1.500	112.50
		0.000	0.00

4022 L070.05	99.75	0.000	0.00
MOWING	HOUR	120.000	11,970.00
15 Foot Mower		84.500	8,428.88
		0.000	0.00

4023 L070.05	57.75	0.000	0.00
MOWING	HOUR	100.000	5,775.00
6 Foot Mower		0.000	0.00
		0.000	0.00

4026 7130.95	57.71	0.000	0.00
WOOD FENCE	m	103.000	5,944.13
Tract #44-Gibbs		103.000	5,944.13
		0.000	0.00

4033 1030.00	9.79	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	2,261.900	22,144.00
		2,261.900	22,144.00
		0.000	0.00

4034 1030.00	9.79	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	1,491.000	14,596.89
Sta. 197 Shoofly Grading-Embankment.		1,491.000	14,596.89
		0.000	0.00

4035 1010.01	3.91	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,491.000	5,829.81
Sta. 197 Shoofly Grading-Excavation.		1,491.000	5,829.81
		0.000	0.00

GROUP 1 GRADING		Contracted	2,996,197.73
		Current	3,120,219.56
		In place	3,352,243.23
		This Estimate	0.00

GROUP 3 CONCRETE PAVEMENT
0032 0030.30	430,615.00	1.000	430,615.00
MOBILIZATION	LS	1.000	430,615.00
		1.000	430,615.00
		0.000	0.00

0033 1020.01	8.78	576.000	5,057.28
DELINEATOR, TYPE I	EACH	576.000	5,057.28
		519.000	4,556.82
		0.000	0.00

0034 1020.02	9.78	140.000	1,369.20
DELINEATOR, TYPE II	EACH	140.000	1,369.20
		135.000	1,320.30
		0.000	0.00

0035 1020.03	9.78	295.000	2,885.10
DELINEATOR, TYPE III	EACH	295.000	2,885.10
		269.000	2,630.82
		0.000	0.00

0036 2001.03	11.64	368.000	4,283.52
GRAVEL SURFACE COURSE	Mg	368.000	4,283.52
		191.220	2,225.81
		0.000	0.00

0037 2009.10	761.00	3.764	2,864.40
GRAVEL EMBEDMENT	StaM	3.764	2,864.40
		6.021	4,581.98
		0.000	0.00

0038 3008.05	3.77	98.000	369.46
TIE BARS	EACH	98.000	369.46
		206.000	776.62
		0.000	0.00

0039 3011.23	25.15	342.000	8,601.30
CONCRETE CLASS 47B-25 CURB, TYPE 1	m	342.000	8,601.30
		234.000	5,885.10
		0.000	0.00

0040 3017.40	18.55	4,409.000	81,786.95
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	4,409.000	81,786.95
		3,909.600	72,523.08
		0.000	0.00

0041 3075.31	18.26	2,620.000	47,841.20
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	2,620.000	47,841.20
		2,818.742	51,470.24
		0.000	0.00

0042 3075.41	20.81	47,921.000	997,236.01
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	47,921.000	997,236.01
		48,771.527	1,014,935.47
		0.000	0.00

0043 3075.45	22.27	25,295.000	563,319.65
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	25,295.000	563,319.65
		24,191.930	538,754.28
		0.000	0.00

0044 3075.55	23.84	287,512.000	6,854,286.08
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	287,512.000	6,854,286.08
		287,468.913	6,853,258.89
		0.000	0.00

0045 3300.50	31,845.00	1.000	31,845.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	31,845.00
		1.000	31,845.00
		0.000	0.00

0046 3300.85	91,260.00	1.000	91,260.00
CONCRETE QC/QA	LS	0.000	0.00
		0.000	0.00
		0.000	0.00

0047 4024.59	596.00	4.000	2,384.00
CONCRETE FLUME	EACH	4.000	2,384.00
		4.000	2,384.00
		0.000	0.00

0048 7502.14	7.36	7,600.000	55,936.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	7,600.000	55,936.00
		8,481.500	62,423.84
		0.000	0.00

0049 7508.14	22.10	1,200.000	26,520.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	1,200.000	26,520.00
		2,351.500	51,968.15
		0.000	0.00

0050 7550.03	1.29	30,400.000	39,216.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	30,400.000	39,216.00
		35,811.000	46,196.19
		0.000	0.00

0051 7550.04	1.29	35,400.000	45,666.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	35,400.000	45,666.00
		37,574.500	48,471.11
		0.000	0.00

0052 8029.00	4.32	33,583.000	145,078.56
AGGREGATE FOUNDATION COURSE	m2	33,583.000	145,078.56
		92,574.161	399,920.36
		0.000	0.00

0053 8051.00	17.30	3,960.000	68,508.00
SOIL BINDER	m3	3,960.000	68,508.00
		5,228.333	90,450.18
		0.000	0.00

0054 8060.05	13.45	61.000	820.45
GRANULAR SUBDRAIN	EACH	61.000	820.45
		141.000	1,896.45
		0.000	0.00

0055 8090.00	13.77	25,806.000	355,348.62
GRANULAR FILL	m3	25,806.000	355,348.62
		19,887.600	273,852.25
		0.000	0.00

0056 8101.40	0.79	509,177.000	402,249.83
SUBGRADE STABILIZATION	m2	509,177.000	402,249.83
		453,047.785	357,907.78
		0.000	0.00

0057 8111.01	172.14	479.188	82,487.42
SHOULDER SUBGRADE PREPARATION	StaM	479.188	82,487.42
		436.430	75,127.06
		0.000	0.00

0058 9000.75	20.10	100.000	2,010.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	2,010.00
SPS		0.000	0.00
		0.000	0.00

0059 9005.23	21.41	5,570.000	119,253.70
ASPHALTIC CONCRETE, TYPE SPS	Mg	5,570.000	119,253.70
		8,018.100	171,667.52
		0.000	0.00

0060 9005.35	21.30	34,480.000	734,424.00
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	34,480.000	734,424.00
		33,659.450	716,946.30
		0.000	0.00

0061 9009.00	6.25	1,092.000	6,825.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,092.000	6,825.00
		1,139.000	7,118.75
		0.000	0.00

0062 9009.86	12.72	63,573.000	808,648.56
SURFACING 150mm	m2	63,573.000	808,648.56
		63,944.235	813,370.67
		0.000	0.00

0063 9020.92	209.00	5.200	1,086.80
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	5.200	1,086.80
		0.000	0.00
		0.000	0.00

0064 9021.01	208.70	1,792.960	374,190.75
PERFORMANCE GRADED BINDER (64-22)	Mg	1,792.960	374,190.75
		1,454.730	303,602.15
		0.000	0.00

0065 9021.03	208.67	289.640	60,439.18
PERFORMANCE GRADED BINDER (58-28)	Mg	289.640	60,439.18
		269.630	56,263.70
		0.000	0.00

0066 9034.00	1.31	1,092.000	1,430.52
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,092.000	1,430.52
		1,414.000	1,852.34
		0.000	0.00

0067 9053.00	0.28	35,680.000	9,990.40
TACK COAT	L	35,680.000	9,990.40
		37,681.620	10,550.86
		0.000	0.00

0068 9111.00	2.38	12,239.000	29,128.82
WATER	kL	12,239.000	29,128.82
		5,610.400	13,352.76
		0.000	0.00

0069 9140.00	110.36	66.468	7,335.41
JOINT SEALING - ASPHALT TO CONCRETE	StaM	66.468	7,335.41
		57.135	6,305.42
		0.000	0.00

0070 9170.00	114.90	551.024	63,312.66
EARTH SHOULDER CONSTRUCTION	StaM	551.024	63,312.66
		520.975	59,860.04
		0.000	0.00

0071 9173.20	0.86	57,862.000	49,761.32
SUBGRADE PREPARATION	m2	57,862.000	49,761.32
		112,016.352	96,334.08
		0.000	0.00

0072 9185.50	16.92	164.500	2,783.34
MILLING CONCRETE CURB	m	164.500	2,783.34
		352.000	5,955.84
		0.000	0.00

0073 9185.75	129.43	654.000	84,647.22
RUMBLE STRIPS	StaM	654.000	84,647.22
		601.130	77,804.25
		0.000	0.00

0074 9188.50	34.26	901.000	30,868.26
SURFACING UNDER GUARDRAIL	m2	901.000	30,868.26
		901.000	30,868.26
		0.000	0.00

0075 9300.01	25.00	7.000	175.00
ASPHALT CONCRETE THICKNESS CORE	EACH	7.000	175.00
		0.000	0.00
		0.000	0.00

4001 1137.00	2,100.00	0.000	0.00
REMOVE AND RESET HISTORICAL MARKER	EACH	1.000	2,100.00
STATION 1051+/- RIGHT		1.000	2,100.00
		0.000	0.00

4002 5895.25	1,732.90	0.000	0.00
SITE WORK	EACH	1.000	1,732.90
1204+50 right		1.000	1,732.90
		0.000	0.00

4003 2018.00	20.62	0.000	0.00
CRUSHED CONCRETE FOR TEMPORARY SURFACING	Mg	200.000	4,124.00
		1,077.287	22,213.65
		0.000	0.00

4004 9110.42	363.19	0.000	0.00
RENTAL OF GENERATOR	DAY	44.000	15,980.36
		44.000	15,980.36
		0.000	0.00

4005 2011.05	22.20	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	89.580	1,988.68
1 1/2" screened rock		40.681	903.12
		0.000	0.00

4006 5895.25	230.00	0.000	0.00
SITE WORK	EACH	1.000	230.00
Remove Wood Fence		1.000	230.00
		0.000	0.00

4007 1990.02	209.68	0.000	0.00
LABOR	LS	1.000	209.68
Yard work		1.000	209.68
		0.000	0.00

4008 A900.10	15.45	0.000	0.00
ADDITIONAL WORK	EACH	69.000	1,066.05
Drill holes in 10" pavement		69.000	1,066.05
		0.000	0.00

4009 9110.03	50.00	0.000	0.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	500.00
Storage Shed Area		27.250	1,362.50
		0.000	0.00

4010 9110.18	100.00	0.000	0.00
RENTAL OF TRAXCAVATOR, FULLY OPERATED	HOUR	12.000	1,200.00
Phone Line Area		8.000	800.00
		0.000	0.00

4011 0002.49	1.68	0.000	0.00
RAISED PAVEMENT MARKER	m	7,900.000	13,272.00
White Mono-directional		4,345.000	7,299.60
		0.000	0.00

4012 0002.49	1.68	0.000	0.00
RAISED PAVEMENT MARKER	m	16,100.000	27,048.00
Yellow Bi-directional		8,113.900	13,631.36
		0.000	0.00

4013 A014.59	183.75	0.000	0.00
WOOD POST	EACH	20.000	3,675.00
100mm x 100mm Wood Sign Support (revised)		20.000	3,675.00
		0.000	0.00

4014 A014.59	220.50	0.000	0.00
WOOD POST	EACH	20.000	4,410.00
100mm x 150mm Wood Sign Support (Revised)		29.000	6,394.50
		0.000	0.00

4015 3008.05	10.00	0.000	0.00
TIE BARS	EACH	380.000	3,800.00
32mm x 450mm Smooth Tie Bars @ 300mm centers		380.000	3,800.00
		0.000	0.00

4025 3300.85	79,213.68	0.000	0.00
CONCRETE QC/QA	LS	1.000	79,213.68
Concrete QC/QA Testing (Modified)		1.000	79,213.68
		0.000	0.00

4027 9030.00	27.56	0.000	0.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	122.000	3,362.32
214+50 to 213+25 Rt		122.000	3,362.32
		0.000	0.00

4028 4024.70	3,167.00	0.000	0.00
CONCRETE FLUME, TYPE I	EACH	1.000	3,167.00
213+25 Rt		1.000	3,167.00
		0.000	0.00

4031 9110.16	68.25	0.000	0.00
RENTAL OF MILLING MACHINE, FULLY OPERATED	HOUR	20.000	1,365.00
Asphaltic Concrete Inlaid Joints.		7.750	528.94
		0.000	0.00

4037 0009.00	300.00	0.000	0.00
PERMANENT BARRICADE	EACH	7.000	2,100.00
Co. Rds.		7.000	2,100.00
		0.000	0.00

4040 0030.70		1.000
MOBILIZATION	LS	2.000	0.00
Removals-Plan omission @ 264th St & Old Hwy #275.		1.000	525.00
		0.000	0.00

4041 6960.02	4,200.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	4,200.00
Removals-Plan omission @ 264th St & Old Hwy #275.		1.000	4,200.00
		0.000	0.00

6001 4051.13	24.07	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF PIPE CULVERT ANDHEADWALL	m3	53.230	1,281.25
Group 1 - Unsuitable Soils		53.230	1,281.25
		0.000	0.00

6002 4050.10	24.07	0.000	0.00
GRANULAR BACKFILL FOR PIPE AND PIPE-ARCH CULVERT	m3	50.000	1,203.50
Group 4 - Unsuitable Soils		0.000	0.00
		0.000	0.00

6003 4051.12	24.07	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	128.670	3,097.09
Group 4A - Unsuitable Soils		128.670	3,097.09
		0.000	0.00

6004 3300.60	0.03652	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	2,818.742	102.94
Item #41, 205mm Concrete PavementSmoothness Incentive.		2,278.080	83.20
		0.000	0.00

6005 3300.60	0.12486	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	48,771.527	6,089.61
Item #42, 230mm Concrete Pavement.Smoothness Incentive.		28,692.000	3,582.48
		0.000	0.00

6006 3300.60	0.51221	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	24,191.930	12,391.35
Item #43, 230mm Doweled Concrete Pavement.Smoothness Incentive.		18,180.000	9,311.98
		0.000	0.00

6007 3300.60	0.90592	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	287,468.013	260,423.02
Item #44, 255 Doweled Concrete Pavement.Smoothness Incentive.		232,226.000	210,378.18
		0.000	0.00

6008 0096.00	-108,229.43	0.000	0.00
DEDUCTION	LS	1.000	-108,229.43
Item #44, 255mm Doweled Concrete Pavement, Class 47B-25 (M & R Short Cores.)		1.000	-108,229.43
		0.000	0.00

6009 9300.72	-0.319	0.000	0.00
DEDUCTION FOR ASPHALTIC CONCRETE	Mg	33,659.450	-10,737.36
Item #60, Asphaltic Concrete, Type SP-3 (12.5)		33,659.450	-10,737.36
		0.000	0.00

6010 3075.41	-1.043	0.000	0.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,036.830	-1,081.41
Hwy #36 Ramp C3202+02 to 3206+35		1,036.830	-1,081.41
		0.000	0.00

6011 3075.41	-1.043	0.000	0.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	425.498	-443.79
Turn lane @ Front St on Hwy #64. 8101+16 to 3102+04 Sheet 2L19.		425.498	-443.79
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	12,734,145.97
		Current	12,982,252.39
		In place	13,079,567.57
		This Estimate	0.00

GROUP 4 CULVERTS
0076 P120.24	90.17	24.000	2,164.08
600 mm CULVERT PIPE, TYPE 2	m	24.000	2,164.08
		24.000	2,164.08
		0.000	0.00

0077 P120.30	112.43	16.000	1,798.88
750 mm CULVERT PIPE, TYPE 2	m	16.000	1,798.88
		16.000	1,798.89
		0.000	0.00

0078 P127.24	148.08	16.500	2,443.32
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	16.500	2,443.32
		17.100	2,532.17
		0.000	0.00

0079 P127.36	232.82	52.000	12,106.64
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	52.000	12,106.64
		53.650	12,490.79
		0.000	0.00

0080 P400.18	57.00	1.200	68.40
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	1.200	68.40
		1.200	68.40
		0.000	0.00

0081 P400.24	67.20	110.500	7,425.60
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	110.500	7,425.60
		115.000	7,728.00
		0.000	0.00

0082 P400.36	118.00	6.500	767.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	6.500	767.00
		6.500	767.00
		0.000	0.00

0083 P500.24	67.22	109.500	7,360.59
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	109.500	7,360.59
		109.850	7,384.12
		0.000	0.00

0084 P500.30	87.22	15.000	1,308.30
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8	m	15.000	1,308.30
		17.000	1,482.74
		0.000	0.00

0085 P700.18	56.42	123.000	6,939.66
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	123.000	6,939.66
		123.000	6,939.66
		0.000	0.00

0086 0030.40	5,215.00	1.000	5,215.00
MOBILIZATION	LS	1.000	5,215.00
		1.000	5,215.00
		0.000	0.00

0087 1119.00	158.00	7.000	1,106.00
REMOVE INLET	EACH	7.000	1,106.00
		7.000	1,106.00
		0.000	0.00

0088 4004.50	2.06	120.000	247.20
CAST IRON GRATE AND FRAME	kg	120.000	247.20
		120.000	247.20
		0.000	0.00

0089 4005.00	5.58	312.000	1,740.96
CAST IRON RING AND COVER	kg	312.000	1,740.96
		312.000	1,740.96
		0.000	0.00

0090 4016.00	1,111.00	1.000	1,111.00
MANHOLE	EACH	1.000	1,111.00
AT STA. 208+29.5		1.000	1,111.00
		0.000	0.00

0091 4016.01	1,175.00	1.000	1,175.00
MANHOLE	EACH	1.000	1,175.00
AT STA. 209+75.2		1.000	1,175.00
		0.000	0.00

0092 4035.00	96.63	32.000	3,092.16
REMOVE FLARED-END SECTION	EACH	32.000	3,092.16
		32.000	3,092.16
		0.000	0.00

0093 4035.25	158.00	3.000	474.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	3.000	474.00
		1.000	158.00
		0.000	0.00

0094 4040.00	158.00	3.000	474.00
REMOVE HEADWALLS FROM CULVERTS	EACH	3.000	474.00
		3.000	474.00
		0.000	0.00

0095 4043.50	17.53	88.500	1,551.41
REMOVE SEWER PIPE	m	88.500	1,551.41
		88.500	1,551.41
		0.000	0.00

0096 4050.01	5.59	1,483.000	8,289.97
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,483.000	8,289.97
		1,493.900	8,350.90
		0.000	0.00

0097 4105.58	372.00	7.350	2,734.20
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	7.350	2,734.20
		6.760	2,514.72
		0.000	0.00

0098 4107.07	779.71	0.590	460.03
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.590	460.03
		1.190	927.86
		0.000	0.00

0099 4130.06	1,681.13	0.080	134.49
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.080	134.49
		0.080	134.49
		0.000	0.00

0100 4155.50	0.69	238.000	164.22
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	238.000	164.22
		209.890	144.83
		0.000	0.00

0101 4157.00	0.69	24.000	16.56
REINFORCING STEEL FOR COLLARS	kg	24.000	16.56
		46.000	31.74
		0.000	0.00

0102 4310.18	214.00	3.000	642.00
450 mm FLARED-END SECTION	EACH	3.000	642.00
		3.000	642.00
		0.000	0.00

0103 4310.24	229.95	21.000	4,828.95
600 mm FLARED-END SECTION	EACH	21.000	4,828.95
		22.000	5,058.90
		0.000	0.00

0104 4310.30	294.00	2.000	588.00
750 mm FLARED-END SECTION	EACH	2.000	588.00
		3.000	882.00
		0.000	0.00

0105 4320.24	491.00	2.000	982.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	982.00
		2.000	982.00
		0.000	0.00

0106 4320.36	655.00	4.000	2,620.00
900 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	4.000	2,620.00
		4.000	2,620.00
		0.000	0.00

0107 4461.24	158.00	2.000	316.00
INSTALL 600 mm CONCRETE FLARED-END SECTION	EACH	2.000	316.00
		1.000	158.00
		0.000	0.00

0108 4461.30	172.00	1.000	172.00
INSTALL 750 mm CONCRETE FLARED-END SECTION	EACH	1.000	172.00
		0.000	0.00
		0.000	0.00

0109 4800.30	174.57	33.500	5,848.09
750 mm STEEL PIPE	m	33.500	5,848.09
		33.500	5,848.10
		0.000	0.00

0110 4815.30	416.91	13.500	5,628.29
JACKING 750 mm STEEL PIPE	m	13.500	5,628.29
		18.280	7,621.12
		0.000	0.00

4032 6415.00	167.06	0.000	0.00
DRAINAGE SYSTEM	EACH	4.000	668.24
Hwy #64 Bridge.		4.000	668.24
		0.000	0.00

GROUP 4 CULVERTS		Contracted	91,993.99
		Current	92,662.23
		In place	95,811.48
		This Estimate	0.00

GROUP 4A CONCRETE BOX CULVERTS AT STA. 68+79
0111 0030.40	4,775.00	1.000	4,775.00
MOBILIZATION	LS	1.000	4,775.00
		1.000	4,775.00
		0.000	0.00

0112 4051.01	15.80	77.000	1,216.60
EXCAVATION FOR BOX CULVERTS	m3	77.000	1,216.60
		205.670	3,249.58
		0.000	0.00

0113 4101.06	240.69	181.750	43,745.41
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	181.750	43,745.41
		184.680	44,450.63
		0.000	0.00

0114 4151.00	1.55	11,953.000	18,527.15
REINFORCING STEEL FOR BOX CULVERT	kg	11,953.000	18,527.15
		12,149.290	18,831.40
		0.000	0.00

GROUP 4A CONCRETE BOX CULVERTS AT STA. 68+79		Contracted	68,264.16
		Current	68,264.16
		In place	71,306.61
		This Estimate	0.00

GROUP 5 SEEDING
0115 L001.01	1,580.20	77.900	123,097.58
SEEDING, TYPE A	ha	103.083	162,891.76
		103.083	162,891.75
		0.000	0.00

0116 L001.02	916.01	43.700	40,029.64
SEEDING, TYPE B	ha	43.700	40,029.64
		40.080	36,713.69
		0.000	0.00

0117 L032.75	46.90	547.000	25,654.30
MULCH	Mg	547.000	25,654.30
		644.247	30,215.19
		0.000	0.00

0118 0030.50	1,505.00	1.000	1,505.00
MOBILIZATION	LS	1.000	1,505.00
		1.000	1,505.00
		0.000	0.00

4029 L001.18	3,307.50	0.000	0.00
SEEDING, TYPE WETLAND-HIGH	ha	0.550	1,819.13
Station 160 Left.		0.550	1,819.13
		0.000	0.00

4030 L001.19	7,927.50	0.000	0.00
SEEDING, TYPE WETLAND-LOW	ha	2.448	19,406.52
Station 160+00 Left.		2.448	19,406.52
		0.000	0.00

6012 L001.01	1,159.00	0.000	0.00
SEEDING, TYPE "A"	ha	3.630	4,207.17
Type A Seed-Ordered but not used.		3.630	4,207.17
		0.000	0.00

GROUP 5 SEEDING		Contracted	190,286.52
		Current	255,513.51
		In place	256,758.45
		This Estimate	0.00

GROUP 7 GUARDRAIL
0119 0030.70	6,893.00	1.000	6,893.00
MOBILIZATION	LS	1.000	6,893.00
		1.000	6,893.00
		0.000	0.00

0120 7011.20	65.21	841.990	54,906.17
W-BEAM GUARDRAIL	m	841.990	54,906.17
		875.620	57,099.19
		0.000	0.00

0121 7020.00	1,454.79	16.000	23,276.64
BRIDGE APPROACH SECTIONS	EACH	16.000	23,276.64
		16.000	23,276.64
		0.000	0.00

0122 7021.70	1,856.11	12.000	22,273.32
GUARDRAIL END TREATMENT, SRT-350	EACH	12.000	22,273.32
		12.000	22,273.32
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	107,349.13
		Current	107,349.13
		In place	109,542.15
		This Estimate	0.00

GROUP 7B FENCE
0123 0030.71	1,505.00	1.000	1,505.00
MOBILIZATION	LS	1.000	1,505.00
		1.000	1,505.00
		0.000	0.00

0124 7100.00	5.11	31,803.000	162,513.33
RIGHT-OF-WAY FENCE	m	31,803.000	162,513.33
		31,907.500	163,047.33
		0.000	0.00

0125 7101.00	75.25	54.000	4,063.50
PRIVATE FENCE TERMINALS	EACH	54.000	4,063.50
		18.000	1,354.50
		0.000	0.00

0126 7102.01	100.00	6.000	600.00
CHANNEL CROSSING, TYPE"A"	EACH	6.000	600.00
		16.000	1,600.00
		0.000	0.00

0127 7103.00	65.21	48.000	3,130.08
END POSTS	EACH	48.000	3,130.08
		45.000	2,934.45
		0.000	0.00

0128 7104.00	95.31	226.000	21,540.06
PULL POSTS	EACH	226.000	21,540.06
		239.000	22,779.09
		0.000	0.00

0129 7105.00	95.31	180.000	17,155.80
CORNER POSTS	EACH	180.000	17,155.80
		177.000	16,869.87
		0.000	0.00

0130 7106.12	100.00	7.000	700.00
3.7 m VEHICLE GATE	EACH	7.000	700.00
		6.000	600.00
		0.000	0.00

6013 6970.01	775.00	0.000	0.00
FREIGHT	EACH	1.000	775.00
ROW FENCE		1.000	775.00
		1.000	775.00

GROUP 7B FENCE		Contracted	211,207.77
		Current	211,982.77
		In place	211,465.24
		This Estimate	775.00

GROUP 8B ELECTRICAL
0131 A001.12	401.32	13.000	5,217.16
PULL BOX, TYPE PB-5	EACH	13.000	5,217.16
		14.000	5,618.48
		0.000	0.00

0132 A001.16	426.40	44.000	18,761.60
PULL BOX, TYPE PB-6	EACH	44.000	18,761.60
		44.000	18,761.60
		0.000	0.00

0133 A010.20	802.64	42.000	33,710.88
LUMINAIRE, TYPE HML-A-1KW	EACH	42.000	33,710.88
		42.000	33,710.88
		0.000	0.00

0134 A010.26	772.54	36.000	27,811.44
LUMINAIRE, TYPE HML-V-1KW	EACH	36.000	27,811.44
		36.000	27,811.44
		0.000	0.00

0135 A010.60	702.00	8.000	5,616.00
UNDERDECK LUMINAIRE, TYPE UD-100	EACH	8.000	5,616.00
		8.000	5,616.00
		0.000	0.00

0136 A018.20	14,046.20	13.000	182,600.60
HIGH MAST LIGHTING UNIT, TYPE T-30.5	EACH	13.000	182,600.60
		13.000	182,600.60
		0.000	0.00

0137 A018.81	1,003.30	13.000	13,042.90
FOUNDATION DESIGN	EACH	13.000	13,042.90
		13.000	13,042.90
		0.000	0.00

0138 A018.82	211.70	149.500	31,649.15
CONCRETE FOR FOUNDATION	m3	149.500	31,649.15
		73.260	15,509.15
		0.000	0.00

0139 A018.83	2.61	7,150.000	18,661.50
REINFORCING STEEL	kg	7,150.000	18,661.50
		3,307.590	8,632.81
		0.000	0.00

0140 A018.84	150.50	78.000	11,739.00
ANCHOR BOLTS	EACH	78.000	11,739.00
		78.000	11,739.00
		0.000	0.00

0141 A018.85	200.66	149.500	29,998.67
EXCAVATION FOR FOUNDATION	m3	149.500	29,998.67
		69.690	13,983.99
		0.000	0.00

0142 A020.30	1,655.00	1.000	1,655.00
LIGHTING CONTROL CENTER, TYPE R	EACH	1.000	1,655.00
		2.000	3,310.00
		0.000	0.00

0143 A020.36	4,716.00	3.000	14,148.00
LIGHTING CONTROL CENTER, TYPE R-2	EACH	3.000	14,148.00
		3.000	14,148.00
		0.000	0.00

0144 A070.10	9.53	3,279.000	31,248.87
38 mm CONDUIT IN TRENCH	m	3,279.000	31,248.87
		3,515.000	33,497.95
		0.000	0.00

0145 A070.14	11.29	2,711.000	30,607.19
50 mm CONDUIT IN TRENCH	m	2,711.000	30,607.19
		2,777.500	31,357.97
		0.000	0.00

0146 A070.18	15.00	330.000	4,950.00
75 mm CONDUIT IN TRENCH	m	330.000	4,950.00
		330.000	4,950.00
		0.000	0.00

0147 A072.10	10.79	205.000	2,211.95
38 mm CONDUIT UNDER ROADWAY	m	205.000	2,211.95
		166.500	1,796.53
		0.000	0.00

0148 A072.14	15.55	182.000	2,830.10
50 mm CONDUIT UNDER ROADWAY	m	182.000	2,830.10
		135.000	2,099.25
		0.000	0.00

0149 A072.18	20.07	81.000	1,625.67
75 mm CONDUIT UNDER ROADWAY	m	81.000	1,625.67
		68.000	1,364.76
		0.000	0.00

0150 A074.12	26.09	39.000	1,017.51
38 mm CONDUIT, JACKED	m	39.000	1,017.51
		0.000	0.00
		0.000	0.00

0151 A080.10	3.51	19,096.000	67,026.96
STREET LIGHTING CABLE, NO. 2 USE	m	19,096.000	67,026.96
		18,888.000	66,296.88
		0.000	0.00

0152 A080.22	1.91	6,753.000	12,898.23
STREET LIGHTING CABLE, NO. 6 BARE	m	6,753.000	12,898.23
		7,104.500	13,569.60
		0.000	0.00

0153 A080.25	1.96	6,928.000	13,578.88
STREET LIGHTING CABLE, NO. 6 USE	m	6,928.000	13,578.88
		7,545.000	14,788.20
		0.000	0.00

0154 A082.34	6.02	222.000	1,336.44
DIRECT BURIAL CABLE, NO. 6 USE	m	222.000	1,336.44
		992.000	5,971.84
		0.000	0.00

0155 A600.00	351.16	27.000	9,481.32
REMOVE LIGHTING UNIT	EACH	27.000	9,481.32
		28.000	9,832.48
		0.000	0.00

0156 A620.02	602.00	3.000	1,806.00
REMOVE LIGHTING CONTROL CENTER	EACH	3.000	1,806.00
		3.000	1,806.00
		0.000	0.00

0157 A700.20	822.71	54.000	44,426.34
RELOCATE STREET LIGHTING UNIT	EACH	54.000	44,426.34
		56.000	46,071.78
		0.000	0.00

0158 A780.08	3,813.00	1.000	3,813.00
TEMPORARY LIGHTING SYSTEM FOR CROSSOVER	EACH	1.000	3,813.00
		1.000	3,813.00
		0.000	0.00

0159 A800.58	6.27	640.000	4,012.80
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM FORCROSSOVER	DAY	640.000	4,012.80
		728.000	4,564.56
		0.000	0.00

0160 0030.81	5,017.00	1.000	5,017.00
MOBILIZATION	LS	1.000	5,017.00
		1.000	5,017.00
		0.000	0.00

4036 A401.00	164.40	0.000	0.00
MODIFY LIGHTING UNIT	EACH	50.000	8,220.00
Luminaire change		50.000	8,220.00
		0.000	0.00

4038 A017.61	263.24	0.000	0.00
TRANSFORMER BASE	EACH	18.000	4,738.32
Modified		25.000	6,581.00
		0.000	0.00

4039 A780.05	2,563.94	0.000	0.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	2,563.94
Temp Lighting for Meigs Street and Highway 275		1.000	2,563.94
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	632,500.16
		Current	648,022.42
		In place	618,647.59
		This Estimate	0.00

GROUP 8C SIGNING
0161 0030.82	1,505.00	1.000	1,505.00
MOBILIZATION	LS	1.000	1,505.00
		1.000	1,505.00
		0.000	0.00

0162 7308.00	1,405.00	1.000	1,405.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	1.000	1,405.00
LOCATION 47		1.000	1,405.00
		0.000	0.00

0163 7321.01	210.69	41.410	8,724.67
TYPE A SIGN	m2	41.410	8,724.67
		41.410	8,724.68
		0.000	0.00

0164 7322.01	166.55	142.832	23,788.67
TYPE B SIGN	m2	142.832	23,788.67
		142.832	23,788.67
		0.000	0.00

0165 7334.04	20.07	20.000	401.40
100 mm X 100 mm WOOD SIGN SUPPORT	m	0.000	0.00
		0.000	0.00
		0.000	0.00

0166 7336.04	25.08	29.000	727.32
100 mm X 150 mm WOOD SIGN SUPPORT	m	9.000	225.72
		0.000	0.00
		0.000	0.00

0167 7340.00	3.51	5,692.200	19,979.62
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	5,692.200	19,979.62
		5,678.530	19,931.64
		0.000	0.00

0168 7360.24	451.49	36.000	16,253.64
600 mm SIGN SUPPORT FOOTING	EACH	36.000	16,253.64
		32.000	14,447.68
		0.000	0.00

0169 7360.30	627.00	10.000	6,270.00
750 mm SIGN SUPPORT FOOTING	EACH	10.000	6,270.00
		14.000	8,778.00
		0.000	0.00

GROUP 8C SIGNING		Contracted	79,055.32
		Current	78,152.32
		In place	78,580.67
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0170 0001.08	0.50	64,034.000	32,017.00
BARRICADE, TYPE II	BDAY	149,978.000	74,989.00
		149,978.000	74,989.00
		0.000	0.00

0171 0001.10	1.28	19,260.000	24,652.80
BARRICADE, TYPE III	BDAY	99,663.000	127,568.64
		99,663.000	127,568.64
		0.000	0.00

0172 0001.30	0.65	4,314.000	2,804.10
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	4,314.000	2,804.10
		14,975.000	9,733.75
		0.000	0.00

0173 0001.90	0.22	51,536.000	11,337.92
SIGN DAY	EACH	259,357.000	57,058.54
		259,357.000	57,058.54
		0.000	0.00

0174 0002.30	0.81	1,100.000	891.00
PAVEMENT MARKING REMOVAL	m	1,100.000	891.00
		11,808.760	9,565.10
		0.000	0.00

0175 0002.44	0.28	6,000.000	1,680.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	98,650.660	27,622.18
		98,650.660	27,622.18
		0.000	0.00

0176 0002.85	12.19	300.000	3,657.00
TUBULAR POST	EACH	300.000	3,657.00
		216.000	2,633.04
		0.000	0.00

0177 0002.87	10.99	460.000	5,055.40
CHANNELIZING BLOCK	EACH	460.000	5,055.40
		306.000	3,362.94
		0.000	0.00

0178 0002.97	7.88	872.000	6,871.36
FLASHING ARROW PANEL	DAY	872.000	6,871.36
		1,731.000	13,640.28
		0.000	0.00

0179 0003.10	307.71	40.000	12,308.40
FLAGGING	DAY	40.000	12,308.40
		29.500	9,077.45
		0.000	0.00

0180 0010.04	1,020.00	1.000	1,020.00
FIELD OFFICE	EACH	1.000	1,020.00
		1.000	1,020.00
		0.000	0.00

0181 0030.00	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00

4024 0001.06	0.231	0.000	0.00
VERTICAL PANELS	BDAY	20,000.000	4,620.00
Vertical Panels		120,016.000	27,723.73
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	102,295.98
		Current	324,466.62
		In place	363,995.65
		This Estimate	0.00

Totals for contract		Contracted	17,213,296.73
		Current	17,888,360.12
		In place	18,237,918.64
		This Estimate	775.00