Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1618 WERNER CONSTRUCTION CO.
Contract ID:	4586X
Estimate Number:	0029
Pay Period End Date:	01.21.2003

Contract Location:
FAIRMONT - MCCOOL JCT	Estimate Type:	PROG

Contractor:
WERNER CONSTRUCTION CO.	Date Let:	05.27.1999
129 EAST 2ND ST	Date Awarded:	06.02.1999
PO BOX 2003	Date Contract Executed:	06.07.1999
	Date Notice to Proceed:	06.07.1999
HASTINGS NE 68902-2003	Date Work Began:	06.21.1999
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:

Surety Co:
UNIVERSAL SURETY COMPANY

Counties
FILLMORE
YORK

Project Number		PCT			Fed State Project Number		Description
41586 000B		0.000			EACNH-81-1(118)		GRAD CONC PAVE CULV BR GDRL ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$16,214,243.12	$16,180,698.42	$33,544.70
$15,848,658.05	Stockpiled Materials	$-2.32	$-2.32	$.00
Original Contract Amt	Gross Earnings	$16,214,240.80	$16,180,696.10	$33,544.70
$15,678,402.26	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
102.31%	Net Earnings	$16,189,240.80	$16,155,696.10	$33,544.70
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$35,185.21	$35,185.21	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$.00	$.00	$.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	$2,804.67	$2,804.67	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	$37,989.88	$37,989.88	$.00
	Payment	$16,227,230.68	$16,193,685.98	$33,544.70
Project Manager			Div. Head/Dist. Eng.
Anderson, Tom	01.22.2003		Heermann, Dennis	01.23.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.24.2003
Controller Div. Processed
Burling, Laurie	01.24.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0071	3031.08	205 mm CONCRETE BASE COURSE
		S.P. Initial Payment	7,561.87	1
		Fine Agg Stockpiled
		S.P. Adjustment	-7,561.87	1
		Fine Agg Stockpiled
		S.P. Initial Payment	6,450.80	2
		Coarse agg Stockpiled
		S.P. Adjustment	-6,450.80	2
		Coarse agg Stockpiled
0074	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	55,152.39	1
		Fine Agg Stockpiled
		S.P. Adjustment	-43,173.99	1
		Fine Agg Stockpiled
		S.P. Initial Payment	47,031.53	2
		Coarse Agg stockpiled
		S.P. Adjustment	-36,819.58	2
		Coarse Agg stockpiled
0075	3075.51	255 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	28,098.77	1
		Fine Agg Stockpiled
		S.P. Adjustment	-14,408.60	1
		Fine Agg Stockpiled
		S.P. Initial Payment	23,961.55	2
		Coarse Agg Stockpil;ed
		S.P. Adjustment	-12,287.79	2
		Coarse Agg Stockpil;ed
0076	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	387,176.81	1
		Fine Agg Stockpiled
		S.P. Adjustment	-295,685.48	1
		Fine Agg Stockpiled
		S.P. Initial Payment	330,170.02	2
		Coarse Agg Stockpiled
		S.P. Adjustment	-252,163.46	2
		Coarse Agg Stockpiled
		S.P. Initial Payment	141,317.00	1
		Dowel Basket Assemblies Stockpiled
		S.P. Adjustment	-107,920.07	1
		Dowel Basket Assemblies Stockpiled
		S.P. Initial Payment	36,901.11	CI 77860
		Basket Assembly
		S.P. Adjustment	-36,901.11	CI 77860
		Basket Assembly
0176	4095.00	CONCRETE FACE PANELS
		S.P. Closure	0.00	31003
		Concrete Face Panels (MSE Wall)
		S.P. Closure	0.00	31003
		Concrete Face Panels (MSE Wall)
		S.P. Closure	0.00	31003
		Concrete Face Panels (MSE Wall)
		S.P. Initial Payment	34,758.57	31003
		Concrete Face Panels (MSE Wall)
		S.P. Adjustment	-34,758.57	31003
		Concrete Face Panels (MSE Wall)
		S.P. Initial Payment	25,355.51	31003
		Concrete Face Panels (MSE Wall)
0191	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Closure	0.00	1
		Epoxy coated reinf. steel (6A)
0224	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	3,085.08	1
		Preformed fabric pads
0270	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	13,405.00	1
		Structural Steel Stockpiled
0273	6139.50	SUBSURFACE DRAINAGE MATTING
		S.P. Initial Payment	435.00	1
		Subsurface Drainage Matting stockpiled
0284	A009.07	STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25
		S.P. Initial Payment	1,350.44	01576682
		Lighting unit SL-S-12.2-1.2-0.25
		S.P. Adjustment	-675.22	01576682
		Lighting unit SL-S-12.2-1.2-0.25
0285	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Initial Payment	34,306.75	1
		Lighting units stockpiled
		S.P. Adjustment	-8,367.50	1
		Lighting units stockpiled
0302	A010.08	LUMINAIRE, TYPE HPS-150
		S.P. Initial Payment	1,350.44	1
		Luminaires Stockpiled
		Total for estimate 0001:	320,694.60
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0286	A020.30	LIGHTING CONTROL CENTER, TYPE R
		S.P. Initial Payment	2,205.00	962081
		control center, type R
0305	7312.00	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Initial Payment	6,445.00	20-2916
		sign support
0306	7312.01	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Initial Payment	15,250.00	20-2916
		sign support
0307	7312.02	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Initial Payment	6,445.00	20-2916
		sign support
0308	7322.01	TYPE B SIGN
		S.P. Initial Payment	7,982.14	45498
		type B signs & hardware
0310	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Initial Payment	360.00	20-9216
		stubs for footing
0311	7360.30	750 mm SIGN SUPPORT FOOTING
		S.P. Initial Payment	360.00	20-9216
		W200x36 & W200x27
		Total for estimate 0004:	39,047.14
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-8,030.54	1
		Fine Agg Stockpiled
		S.P. Adjustment	-6,848.52	2
		Coarse Agg Stockpiled
		S.P. Adjustment	-2,931.01	1
		Dowel Basket Assemblies Stockpiled
0176	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-17,379.28	31003
		Concrete Face Panels (MSE Wall)
0270	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-6,702.50	1
		Structural Steel Stockpiled
		Total for estimate 0006:	-41,891.85
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0176	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-7,976.23	31003
		Concrete Face Panels (MSE Wall)
		Total for estimate 0007:	-7,976.23
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0270	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-6,702.50	1
		Structural Steel Stockpiled
		Total for estimate 0008:	-6,702.50
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0224	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-3,085.08	1
		Preformed fabric pads
		Total for estimate 0009:	-3,085.08
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0284	A009.07	STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25
		S.P. Adjustment	-675.22	01576682
		Lighting unit SL-S-12.2-1.2-0.25
0285	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Adjustment	-12,551.25	1
		Lighting units stockpiled
0286	A020.30	LIGHTING CONTROL CENTER, TYPE R
		S.P. Adjustment	-735.00	962081
		control center, type R
0310	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-180.00	20-9216
		stubs for footing
0311	7360.30	750 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-240.00	20-9216
		W200x36 & W200x27
		Total for estimate 0016:	-14,381.47
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0273	6139.50	SUBSURFACE DRAINAGE MATTING
		S.P. Adjustment	-435.00	1
		Subsurface Drainage Matting stockpiled
		Total for estimate 0018:	-435.00
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-20,163.65	1
		Fine Agg Stockpiled
		S.P. Adjustment	-17,196.45	2
		Coarse Agg Stockpiled
		S.P. Adjustment	-7,359.68	1
		Dowel Basket Assemblies Stockpiled
		Total for estimate 0019:	-44,719.78
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0074	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-6,738.84	1
		Fine Agg Stockpiled
		S.P. Adjustment	-5,747.24	2
		Coarse Agg stockpiled
0075	3075.51	255 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-7,099.11	1
		Fine Agg Stockpiled
		S.P. Adjustment	-6,054.43	2
		Coarse Agg Stockpil;ed
0076	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-40,099.98	1
		Fine Agg Stockpiled
		S.P. Adjustment	-34,199.02	2
		Coarse Agg Stockpiled
		S.P. Adjustment	-14,636.38	1
		Dowel Basket Assemblies Stockpiled
		Total for estimate 0020:	-114,575.00
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0074	3075.41	230 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,241.28	1
		Fine Agg Stockpiled
		S.P. Adjustment	-4,464.73	2
		Coarse Agg stockpiled
0075	3075.51	255 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-6,591.64	1
		Fine Agg Stockpiled
		S.P. Adjustment	-5,619.33	2
		Coarse Agg Stockpil;ed
		Total for estimate 0021:	-21,916.98
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0310	7360.24	600 mm SIGN SUPPORT FOOTING
		S.P. Adjustment	-180.00	20-9216
		stubs for footing
		Total for estimate 0022:	-180.00
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-23,197.16	1
		Fine Agg Stockpiled
		S.P. Closure	-19,762.57	2
		Coarse Agg Stockpiled
		S.P. Closure	-8,469.86	1
		Dowel Basket Assemblies Stockpiled
0285	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Adjustment	-13,388.00	1
		Lighting units stockpiled
0286	A020.30	LIGHTING CONTROL CENTER, TYPE R
		S.P. Closure	-1,470.00	962081
		control center, type R
0302	A010.08	LUMINAIRE, TYPE HPS-150
		S.P. Adjustment	-1,350.44	1
		Luminaires Stockpiled
0305	7312.00	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Adjustment	-6,445.00	20-2916
		sign support
0306	7312.01	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Adjustment	-15,250.00	20-2916
		sign support
0307	7312.02	OVERHEAD SIGN SUPPORT, LOCATION
		S.P. Adjustment	-6,445.00	20-2916
		sign support
0308	7322.01	TYPE B SIGN
		S.P. Adjustment	-6,619.64	45498
		type B signs & hardware
		Total for estimate 0023:	-102,397.67
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0308	7322.01	TYPE B SIGN
		S.P. Closure	-1,362.50	45498
		type B signs & hardware
0311	7360.30	750 mm SIGN SUPPORT FOOTING
		S.P. Closure	-120.00	20-9216
		W200x36 & W200x27
		Total for estimate 0027:	-1,482.50
		Total remaining for contract:	-2.32

			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	125.00	70.500	8,812.50
COVER CROP SEEDING	ha	70.500	8,812.50
		125.970	15,746.25
		0.000	0.00

0002 L020.00	1.50	4,343.000	6,514.50
EROSION CONTROL	m2	4,343.000	6,514.50
		600.697	901.04
		0.000	0.00

0003 L020.01	6.00	1,129.000	6,774.00
EROSION CONTROL, TYPE A	m2	1,129.000	6,774.00
		540.000	3,240.00
		0.000	0.00

0004 L020.09	13.00	107.250	1,394.25
EROSION CONTROL, TYPE AAA	m2	107.250	1,394.25
		257.990	3,353.87
		155.000	2,015.00

0005 L020.10	1.70	6,078.000	10,332.60
EROSION CONTROL, TYPE HV	m2	6,078.000	10,332.60
		28,339.350	48,176.90
		0.000	0.00

0006 L021.06	14.00	654.000	9,156.00
EROSION CHECKS, TYPE HV	BALE	654.000	9,156.00
		638.000	8,932.00
		0.000	0.00

0007 L021.15	19.00	42.000	798.00
EROSION CHECKS, TYPE ST-HV	BALE	42.000	798.00
		35.000	665.00
		0.000	0.00

0008 L022.11	8.20	3,335.000	27,347.00
FABRIC SILT FENCE-LOW POROSITY	m	3,335.000	27,347.00
		8,302.060	68,076.89
		119.070	976.37

0009 L022.12	8.50	387.000	3,289.50
FABRIC SILT FENCE-HIGH POROSITY	m	387.000	3,289.50
		549.110	4,667.44
		29.000	246.50

0010 L022.13	8.50	470.400	3,998.40
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	m	470.400	3,998.40
		0.000	0.00
		0.000	0.00

0011 L022.14	8.50	268.800	2,284.80
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	268.800	2,284.80
		0.000	0.00
		0.000	0.00

0012 L022.24	20.00	50.000	1,000.00
FABRIC SILT FENCE-WP-WW-HIGH POROSITY	m	50.000	1,000.00
		50.000	1,000.00
		0.000	0.00

0013 L022.27	10.00	825.000	8,250.00
FABRIC SILT FENCE-WP-LOW POROSITY	m	825.000	8,250.00
		0.000	0.00
		0.000	0.00

0014 P120.18	90.00	968.800	87,192.00
450 mm CULVERT PIPE, TYPE 2	m	1,000.700	90,063.00
		1,000.700	90,063.00
		0.000	0.00

0015 0030.10	150,000.00	1.000	150,000.00
MOBILIZATION	LS	1.000	150,000.00
		1.000	150,000.00
		0.000	0.00

0016 1000.00	200.00	150.000	30,000.00
LARGE TREE REMOVAL	EACH	150.000	30,000.00
		367.000	73,400.00
		0.000	0.00

0017 1010.00	1.82	135,980.000	247,483.60
EXCAVATION	m3	134,828.000	245,386.96
		144,243.080	262,522.41
		0.000	0.00

0018 1010.01	1.82	7,545.000	13,731.90
EXCAVATION (ESTABLISHED QUANTITY)	m3	7,545.000	13,731.90
		7,545.000	13,731.90
		0.000	0.00

0019 1010.10	2.82	1,178,212.000	3,322,557.84
EXCAVATION, BORROW	m3	1,136,979.000	3,206,280.78
		1,157,152.000	3,263,168.64
		0.000	0.00

0020 1011.00	1.00	99,370.000	99,370.00
WATER	kL	99,370.000	99,370.00
		11,616.461	11,616.46
		0.000	0.00

0021 1012.00	60.00	160.000	9,600.00
RIGHT-OF-WAY MARKERS	EACH	160.000	9,600.00
		127.000	7,620.00
		0.000	0.00

0022 1030.02	3.95	3,148.000	12,434.60
EMBANKMENT FOR SURCHARGE (ESTABLISHED QUANTITY)	m3	3,148.000	12,434.60
		3,148.000	12,434.60
		621.000	2,452.95

0023 1090.00	550.00	3.000	1,650.00
ABANDON WELLS	EACH	3.000	1,650.00
		4.000	2,200.00
		0.000	0.00

0024 1101.00	3.00	33,059.000	99,177.00
REMOVE PAVEMENT	m2	26,955.580	80,866.74
		37,110.651	111,331.95
		0.000	0.00

0025 1102.00	2.50	26,941.000	67,352.50
REMOVE ASPHALT SURFACE	m2	20,644.060	51,610.15
		37,522.784	93,806.97
		0.000	0.00

0026 1109.00	4.00	123.400	493.60
REMOVE CURB	m	123.400	493.60
		0.000	0.00
		0.000	0.00

0027 1121.10	250.00	4.000	1,000.00
REMOVE FLUME	EACH	4.000	1,000.00
		4.000	1,000.00
		0.000	0.00

0028 1122.01	3.00	108.000	324.00
REMOVE CONCRETE MEDIAN SURFACING	m2	108.000	324.00
		126.290	378.87
		0.000	0.00

0029 1124.00	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 138+51 RT.		0.000	0.00
		0.000	0.00

0030 1124.01	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 138+63 RT.		1.000	500.00
		0.000	0.00

0031 1124.02	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 138+76 RT.		1.000	500.00
		0.000	0.00

0032 1124.03	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 138+77 RT.		0.000	0.00
		0.000	0.00

0033 1124.04	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 139+10 RT.		0.000	0.00
		0.000	0.00

0034 1124.05	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 139+16 RT.		0.000	0.00
		0.000	0.00

0035 1124.06	250.00	1.000	250.00
REMOVE BUILDING	EACH	1.000	250.00
AT STA. 139+69 RT.		1.000	250.00
		0.000	0.00

0036 1124.07	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 140+14 RT.		0.000	0.00
		0.000	0.00

0037 1124.08	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 140+42 RT.		0.000	0.00
		0.000	0.00

0038 1124.09	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 140+62 RT.		0.000	0.00
		0.000	0.00

0039 1124.10	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 142+55 RT.		0.000	0.00
		0.000	0.00

0040 1124.11	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 142+78 RT.		0.000	0.00
		0.000	0.00

0041 1124.12	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 142+96 RT.		0.000	0.00
		0.000	0.00

0042 1124.13	200.00	1.000	200.00
REMOVE BUILDING	EACH	1.000	200.00
AT STA. 180+11 RT.		1.000	200.00
		0.000	0.00

0043 1124.14	200.00	1.000	200.00
REMOVE BUILDING	EACH	1.000	200.00
AT STA. 180+67 RT.		1.000	200.00
		0.000	0.00

0044 1124.15	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 8051+14 RT.		0.000	0.00
		0.000	0.00

0045 1124.16	4,000.00	1.000	4,000.00
REMOVE BUILDING	EACH	1.000	4,000.00
AT STA. 10+60 RT.		0.000	0.00
		0.000	0.00

0046 1124.17	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 7+35 RT.		0.000	0.00
		0.000	0.00

0047 1124.18	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 7+39 RT.		0.000	0.00
		0.000	0.00

0048 1125.00	2,500.00	1.000	2,500.00
CLEAR TRACT	EACH	1.000	2,500.00
AT STA. 138+50 TO 140+00		1.000	2,500.00
		0.000	0.00

0049 1125.01	6,500.00	1.000	6,500.00
CLEAR TRACT	EACH	1.000	6,500.00
AT STA. 140+00 TO 143+75		1.000	6,500.00
		0.000	0.00

0050 1125.02	3,500.00	1.000	3,500.00
CLEAR TRACT	EACH	1.000	3,500.00
AT STA. 7+35 TO 10+60 RT.		0.000	0.00
		0.000	0.00

0051 1130.00	1,500.00	2.000	3,000.00
REMOVE UNDERGROUND TANK	EACH	2.000	3,000.00
		0.000	0.00
		0.000	0.00

0052 1701.24	50.00	231.000	11,550.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	231.000	11,550.00
		307.800	15,390.00
		20.800	1,040.00

0053 1701.30	70.00	37.000	2,590.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	37.000	2,590.00
		37.000	2,590.00
		0.000	0.00

0054 1701.36	90.00	12.000	1,080.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	12.000	1,080.00
		12.000	1,080.00
		0.000	0.00

0055 4105.58	670.00	19.000	12,730.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	5.200	3,484.00
		6.400	4,288.00
		0.000	0.00

0056 4107.07	600.00	0.640	384.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.640	384.00
		0.640	384.00
		0.000	0.00

0057 4130.06	1,000.00	0.150	150.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.150	150.00
		0.100	100.00
		0.000	0.00

0058 4155.50	2.00	847.000	1,694.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	226.000	452.00
		280.000	560.00
		0.000	0.00

0059 4157.00	2.00	34.000	68.00
REINFORCING STEEL FOR COLLARS	kg	34.000	68.00
		34.000	68.00
		0.000	0.00

0060 4310.18	400.00	36.000	14,400.00
450 mm FLARED-END SECTION	EACH	36.000	14,400.00
		38.000	15,200.00
		0.000	0.00

0061 7017.00	5.00	1,148.000	5,740.00
REMOVE GUARDRAIL	m	1,148.000	5,740.00
		1,148.000	5,740.00
		0.000	0.00

0343 1010.50	4.64	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	m3	12,796.044	59,373.64
Metric Spec 205.05, Para. 10a		12,796.044	59,373.64
		0.000	0.00

0345 L001.02	1,685.78	0.000	0.00
SEEDING, TYPE "B"	ha	2.222	3,745.80
		2.222	3,745.80
		0.000	0.00

0346 L022.00	5.17	0.000	0.00
FABRIC SILT CHECKS	m	577.400	2,985.16
		577.400	2,985.16
		0.000	0.00

0401 4300.18	42.00	0.000	0.00
450 mm CULVERT PIPE	m	40.000	1,680.00
		40.000	1,680.00
		0.000	0.00

0403 4012.15	456.00	0.000	0.00
MEDIAN INLET	EACH	23.000	10,488.00
(Precast)		21.000	9,576.00
		0.000	0.00

0410 3001.00	0.74	0.000	0.00
BREAK CONCRETE PAVEMENT	m2	10,172.360	7,527.55
		10,172.360	7,527.55
		0.000	0.00

GROUP 1 GRADING		Contracted	4,304,865.59
		Current	4,230,622.43
		In place	4,388,972.34
		This Estimate	6,730.82

GROUP 3 CONCRETE PAVEMENT
0062 0003.51	65.00	24.000	1,560.00
INSTALL CONCRETE PROTECTION BARRIER	m	347.490	22,586.85
		347.490	22,586.85
		0.000	0.00

0063 0030.30	200,000.00	1.000	200,000.00
MOBILIZATION	LS	1.000	200,000.00
		1.000	200,000.00
		0.000	0.00

0064 1020.06	15.00	493.000	7,395.00
FLEXIBLE POST DELINEATOR	EACH	493.000	7,395.00
		426.000	6,390.00
		6.000	90.00

0065 2001.00	16.50	626.000	10,329.00
GRAVEL SURFACE COURSE	m3	626.000	10,329.00
		984.450	16,243.43
		0.000	0.00

0066 2009.10	500.00	6.518	3,259.00
GRAVEL EMBEDMENT	StaM	6.518	3,259.00
		0.000	0.00
		0.000	0.00

0067 2020.50	23.90	2,794.000	66,776.60
SURFACING	m2	2,794.000	66,776.60
205mm		1,997.067	47,729.91
		-32.239	-770.51

0068 2021.00	80.00	8.000	640.00
MAILBOX POST	EACH	8.000	640.00
		8.000	640.00
		0.000	0.00

0069 3008.05	6.00	780.000	4,680.00
TIE BARS	EACH	780.000	4,680.00
		813.000	4,878.00
		33.000	198.00

0070 3011.23	41.00	20.500	840.50
CONCRETE CLASS 47B-25 CURB, TYPE 1	m	20.500	840.50
		0.000	0.00
		0.000	0.00

0071 3031.08	31.00	2,687.000	83,297.00
205 mm CONCRETE BASE COURSE	m2	2,687.000	83,297.00
		3,273.236	101,470.32
		0.000	0.00

0072 3040.12	100.00	67.700	6,770.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	67.700	6,770.00
		273.872	27,387.20
		0.000	0.00

0073 3040.13	100.00	18.000	1,800.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	18.000	1,800.00
		54.936	5,493.60
		0.000	0.00

0074 3075.41	30.86	17,461.000	538,846.46
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	17,461.000	538,846.46
		18,298.800	564,700.97
		0.000	0.00

0075 3075.51	33.57	8,024.000	269,365.68
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	8,024.000	269,365.68
		9,005.514	302,315.09
		0.000	0.00

0076 3075.55	26.62	110,562.000	2,943,160.44
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	110,562.000	2,943,160.44
		110,607.486	2,944,371.27
		0.000	0.00

0077 3221.05	115.00	374.000	43,010.00
CONCRETE PAVEMENT, CLASS PR-25	m2	374.000	43,010.00
JOINT REPAIR		346.933	39,897.30
		0.000	0.00

0078 3300.50	3,000.00	1.000	3,000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0079 4011.45	2,500.00	11.000	27,500.00
SLOTTED VANE INLET	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

0080 7550.03	1.11	26,500.000	29,415.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	26,500.000	29,415.00
		25,339.290	28,126.61
		0.000	0.00

0081 7550.04	1.11	31,450.000	34,909.50
100 mm WHITE EPOXY PAVEMENT MARKING	m	31,450.000	34,909.50
		31,769.300	35,263.92
		0.000	0.00

0082 7550.12	3.88	900.000	3,492.00
300 mm WHITE EPOXY PAVEMENT MARKING	m	900.000	3,492.00
		870.550	3,377.73
		0.000	0.00

0083 8029.00	4.91	137,557.000	675,404.87
AGGREGATE FOUNDATION COURSE	m2	137,557.000	675,404.87
		137,911.410	677,145.02
		0.117	0.57

0084 8060.03	75.00	40.000	3,000.00
GRANULAR SUBDRAIN, TYPE C	EACH	40.000	3,000.00
		15.000	1,125.00
		0.000	0.00

0085 8060.07	75.00	179.000	13,425.00
GRANULAR SUBDRAINS, TYPE G	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

0086 8111.00	315.00	307.025	96,712.88
SHOULDER SUBGRADE PREPARATION	StaM	307.025	96,712.88
		299.095	94,214.93
		-185.148	-58,321.62

0087 9000.73	21.49	500.000	10,745.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	10,745.00
SPS		276.680	5,945.85
		0.000	0.00

0088 9005.00	31.49	100.000	3,149.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,149.00
SPS		107.930	3,398.72
		0.000	0.00

0089 9005.23	21.49	27,760.000	596,562.40
ASPHALTIC CONCRETE, TYPE SPS	Mg	27,760.000	596,562.40
		32,534.925	699,175.54
		0.000	0.00

0090 9005.45	28.90	19,210.000	555,169.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	19,210.000	555,169.00
		19,709.630	569,608.32
		176.860	5,111.25

0091 9009.00	3.46	2,427.000	8,397.42
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	2,427.000	8,397.42
		2,427.000	8,397.42
		388.000	1,342.48

0092 9009.75	33.73	5,438.000	183,423.74
TEMPORARY SURFACING	m2	3,210.000	108,273.30
205mm		4,777.992	161,161.67
		0.000	0.00

0093 9020.92	160.00	26.500	4,240.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	26.500	4,240.00
		8.761	1,401.76
		0.000	0.00

0094 9021.03	160.00	1,476.580	236,252.80
PERFORMANCE GRADED BINDER (58-28)	Mg	1,476.580	236,252.80
		1,109.102	177,456.32
		0.000	0.00

0095 9021.04	215.00	998.920	214,767.80
PERFORMANCE GRADED BINDER (70-28)	Mg	998.920	214,767.80
		876.235	188,390.53
		-0.251	-53.97

0096 9034.00	2.50	2,427.000	6,067.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	2,427.000	6,067.50
		2,427.000	6,067.50
		388.000	970.00

0097 9053.00	0.20	162,300.000	32,460.00
TACK COAT	L	165,075.000	33,015.00
		131,005.000	26,201.00
		0.000	0.00

0098 9111.00	1.25	4,213.000	5,266.25
WATER	kL	4,213.000	5,266.25
		1,955.100	2,443.88
		199.500	249.38

0099 9140.00	102.00	307.025	31,316.55
JOINT SEALING - ASPHALT TO CONCRETE	StaM	307.025	31,316.55
		293.978	29,985.76
		0.000	0.00

0100 9170.00	235.00	84.655	19,893.93
EARTH SHOULDER CONSTRUCTION	StaM	84.655	19,893.93
		76.975	18,089.14
		0.449	105.52

0101 9173.20	0.90	155,681.000	140,112.90
SUBGRADE PREPARATION	m2	155,681.000	140,112.90
		159,360.248	143,424.24
		17,270.400	15,543.36

0102 9179.23	170.00	153.580	26,108.60
COLD MILLING, CLASS 3	StaM	153.580	26,108.60
		153.580	26,108.60
		0.000	0.00

0103 9179.24	1,100.00	98.630	108,493.00
COLD MILLING, CLASS 4	StaM	98.630	108,493.00
		84.240	92,664.00
		0.000	0.00

0104 9185.75	43.00	480.000	20,640.00
RUMBLE STRIPS	StaM	480.000	20,640.00
		394.034	16,943.46
		0.000	0.00

0105 9188.50	25.00	433.000	10,825.00
SURFACING UNDER GUARDRAIL	m2	433.000	10,825.00
		343.678	8,591.95
		1.008	25.20

0106 9300.01	25.00	11.000	275.00
ASPHALT CONCRETE THICKNESS CORE	EACH	11.000	275.00
		0.000	0.00
		0.000	0.00

0107 9300.50	3,000.00	1.000	3,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	3,000.00
		1.000	3,000.00
		1.000	3,000.00

0332 4105.58	670.00	0.000	0.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	17.810	11,932.70
		21.047	14,101.49
		0.000	0.00

0333 4155.50	2.00	0.000	0.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	689.000	1,378.00
Slotted Vane Inlets		814.268	1,628.53
		0.000	0.00

0334 4004.50	3.89472	0.000	0.00
CAST IRON GRATE AND FRAME	kg	4,927.000	19,189.29
Slotted Vane Inlets		5,822.817	22,678.24
		0.000	0.00

0335 8060.07	90.00	0.000	0.00
GRANULAR SUBDRAINS, TYPE G	EACH	179.000	16,110.00
Granular Subdrains, Type G (Modified)		170.000	15,300.00
		-7.000	-630.00

0338 0002.35	1.47	0.000	0.00
TEMPORARY PAVEMENT MARKING	m	22,789.000	33,499.83
(Paint)		29,524.310	43,400.74
		0.000	0.00

0339 0030.80		1.000
MOBILIZATION	LS	2.000	0.00
(Additional)		1.000	4,410.00
		0.000	0.00

0340 3300.60	1.21	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	0.000	0.00
Smoothness Incentive---Conc Pavement		0.000	0.00
		0.000	0.00

0350 0096.00	-946.86	0.000	0.00
DEDUCTION	LS	1.000	-946.86
Low Comp. strenght in concrete -- Constr. letter 062000 Revised from group 6 to group 3		1.000	-946.86
		0.000	0.00

0351 3300.60	1.13	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	0.000	0.00
Smootness incentive--Concrete Pavement for 2000Smoothness Incentive --Concrete Pavement for 2000		0.000	0.00
		0.000	0.00

0405 9179.31	1.02	0.000	0.00
COLD MILLING, CLASS 1	m2	2,728.000	2,782.56
		2,728.020	2,782.58
		0.020	0.02

0406 9179.32	1.51	0.000	0.00
COLD MILLING, CLASS 2	m2	1,383.000	2,088.33
		1,383.000	2,088.33
		0.000	0.00

0407 9006.11	51.50	0.000	0.00
ASPHALTIC CONCRETE, TYPE 11	Mg	561.000	28,891.50
		559.870	28,833.31
		0.000	0.00

4008 3300.60	1.01	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	108,843.000	109,931.43
Smoothness Incentive for Concrete for whole project.		108,843.000	109,931.43
		0.000	0.00

4009 9300.56	1.30	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	6,023.376	7,830.39
pay factot 104.96 for Sp-4 on EACNH 81-1 ( 118 )		12,046.752	15,660.78
		12,046.752	15,660.78

4010 9300.77	10.66	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	265.029	2,825.21
Pay Factor 104.96 for Performance Graded Binder ( 70-28 )		530.058	5,650.42
		530.058	5,650.42

4011 9300.56	0.91	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	19,709.630	17,935.76
Superpave Incentive for Air Voids in SP-4		39,419.260	35,871.53
		39,419.260	35,871.53

GROUP 3 CONCRETE PAVEMENT		Contracted	7,285,754.81
		Current	7,449,119.36
		In place	7,616,203.33
		This Estimate	24,042.41

GROUP 4 CULVERTS
0108 P070.18	100.00	1.200	120.00
450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	1.200	120.00
		0.000	0.00
		-92.900	-9,290.00

0109 P070.24	79.00	7.900	624.10
600 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	7.900	624.10
		7.900	624.10
		0.000	0.00

0110 P120.18	300.00	4.800	1,440.00
450 mm CULVERT PIPE, TYPE 2	m	4.800	1,440.00
		4.800	1,440.00
		0.000	0.00

0111 P120.24	86.50	376.100	32,532.65
600 mm CULVERT PIPE, TYPE 2	m	376.100	32,532.65
		368.700	31,892.55
		27.920	2,415.08

0112 P120.30	122.00	194.000	23,668.00
750 mm CULVERT PIPE, TYPE 2	m	194.000	23,668.00
		211.000	25,742.00
		0.000	0.00

0113 P120.36	154.00	77.000	11,858.00
900 mm CULVERT PIPE, TYPE 2	m	77.000	11,858.00
		77.000	11,858.00
		0.080	12.32

0114 P120.42	194.00	36.500	7,081.00
1050 mm CULVERT PIPE TYPE 2	m	36.500	7,081.00
		36.500	7,081.00
		0.000	0.00

0115 P120.48	240.00	88.700	21,288.00
1200 mm CULVERT PIPE, TYPE 2	m	88.700	21,288.00
		88.700	21,288.00
		0.000	0.00

0116 P128.24	66.00	60.700	4,006.20
600 mm CULVERT PIPE, TYPE 2 CLASS IV	m	60.700	4,006.20
		73.700	4,864.20
		0.000	0.00

0117 P128.30	95.00	18.500	1,757.50
750 mm CULVERT PIPE, TYPE 2 CLASS IV	m	18.500	1,757.50
		19.000	1,805.00
		0.000	0.00

0118 P400.24	85.50	41.500	3,548.25
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	41.500	3,548.25
		24.000	2,052.00
		0.000	0.00

0119 0030.40	10,500.00	1.000	10,500.00
MOBILIZATION	LS	1.000	10,500.00
		1.000	10,500.00
		0.000	0.00

0120 1043.50	2.00	532.000	1,064.00
RIPRAP FILTER FABRIC	m2	532.000	1,064.00
		332.421	664.84
		0.000	0.00

0121 4035.00	100.00	15.000	1,500.00
REMOVE FLARED-END SECTION	EACH	15.000	1,500.00
		13.000	1,300.00
		1.000	100.00

0122 4035.25	100.00	8.000	800.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	8.000	800.00
		9.000	900.00
		0.000	0.00

0123 4040.00	100.00	7.000	700.00
REMOVE HEADWALLS FROM CULVERTS	EACH	7.000	700.00
		7.000	700.00
		0.000	0.00

0124 4044.00	3,500.00	1.000	3,500.00
PREPARATION OF STRUCTURE	EACH	1.000	3,500.00
AT STA. 166+94.9		1.000	3,500.00
		0.000	0.00

0125 4044.01	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 171+78.2		1.000	1,200.00
		0.000	0.00

0126 4044.02	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 229+15		1.000	2,500.00
		0.000	0.00

0127 4044.03	2,200.00	1.000	2,200.00
PREPARATION OF STRUCTURE	EACH	1.000	2,200.00
AT STA. 8071+72.6		1.000	2,200.00
		0.000	0.00

0128 4044.04	2,200.00	1.000	2,200.00
PREPARATION OF STRUCTURE	EACH	1.000	2,200.00
AT STA. 231+09.6		1.000	2,200.00
		0.000	0.00

0129 4045.00	3,000.00	1.000	3,000.00
REMOVE STRUCTURE	EACH	1.000	3,000.00
AT STA. 132+86.8		1.000	3,000.00
		0.000	0.00

0130 4050.01	9.50	2,408.000	22,876.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	2,408.000	22,876.00
		2,452.000	23,294.00
		73.000	693.50

0131 4051.01	9.50	1,294.000	12,293.00
EXCAVATION FOR BOX CULVERTS	m3	1,291.000	12,264.50
		1,501.000	14,259.50
		0.000	0.00

0132 4100.06	750.00	0.420	315.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.420	315.00
		0.420	315.00
		0.000	0.00

0133 4101.06	379.00	505.770	191,686.83
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	507.700	192,418.30
		578.226	219,147.65
		1.416	536.66

0134 4107.07	650.00	4.740	3,081.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	4.740	3,081.00
		1.870	1,215.50
		0.000	0.00

0135 4150.00	4.50	20.000	90.00
REINFORCING STEEL FOR HEADWALL	kg	20.000	90.00
		20.000	90.00
		20.000	90.00

0136 4151.00	1.35	29,896.000	40,359.60
REINFORCING STEEL FOR BOX CULVERT	kg	29,693.000	40,085.55
		36,118.845	48,760.44
		110.000	148.50

0137 4157.00	3.00	213.000	639.00
REINFORCING STEEL FOR COLLARS	kg	213.000	639.00
		73.000	219.00
		0.000	0.00

0138 4310.18	0.00	11.000	0.00
450 mm FLARED-END SECTION	EACH	11.000	0.00
		0.000	0.00
		0.000	0.00

0139 4310.24	325.00	15.000	4,875.00
600 mm FLARED-END SECTION	EACH	15.000	4,875.00
		15.000	4,875.00
		1.000	325.00

0140 4310.30	400.00	10.000	4,000.00
750 mm FLARED-END SECTION	EACH	10.000	4,000.00
		10.000	4,000.00
		0.000	0.00

0141 4310.36	600.00	4.000	2,400.00
900 mm FLARED-END SECTION	EACH	4.000	2,400.00
		4.000	2,400.00
		0.000	0.00

0142 4310.42	725.00	2.000	1,450.00
1050 mm FLARED-END SECTION	EACH	2.000	1,450.00
		2.000	1,450.00
		0.000	0.00

0143 4310.48	830.00	3.000	2,490.00
1200 mm FLARED-END SECTION	EACH	3.000	2,490.00
		3.000	2,490.00
		0.000	0.00

0144 4461.24	100.00	8.000	800.00
INSTALL 600 mm CONCRETE FLARED-END SECTION	EACH	8.000	800.00
		9.000	900.00
		1.000	100.00

0145 4670.05	138.00	55.000	7,590.00
CULVERT SANDFILL	m3	65.000	8,970.00
		65.350	9,018.30
		0.000	0.00

0146 4880.24	300.00	60.700	18,210.00
JACKING 600 mm CULVERT PIPE, TYPE 2 CLASS IV	m	60.700	18,210.00
		73.700	22,110.00
		0.540	162.00

0147 4880.30	315.00	18.500	5,827.50
JACKING 750 mm CULVERT PIPE, TYPE 2 CLASS IV	m	18.500	5,827.50
		19.000	5,985.00
		0.000	0.00

0148 6105.02	29.00	712.500	20,662.50
ROCK RIPRAP, TYPE B	Mg	712.500	20,662.50
		484.947	14,063.47
		-0.008	-0.23

0347 4805.12	155.02	0.000	0.00
300 mm STEEL CASING	m	18.288	2,835.01
300 mm steel casing ( jacking)		18.288	2,835.01
		0.000	0.00

4007 4976.05	25,561.94	0.000	0.00
ADDITIONAL WORK	LS	1.000	25,561.94
Additional work for extending Box Culv. @ 229+15 Lt.		1.000	25,561.94
		0.000	0.00

GROUP 4 CULVERTS		Contracted	476,733.13
		Current	506,939.00
		In place	540,301.50
		This Estimate	-4,707.17

GROUP 6A BRIDGE AT STA. 144+06.5 RT.
0173 0030.60	35,000.00	1.000	35,000.00
MOBILIZATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00

0174 3050.15	200.00	171.000	34,200.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	171.000	34,200.00
		171.000	34,200.00
		0.000	0.00

0175 3051.10	1.10	11,180.000	12,298.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	11,180.000	12,298.00
		11,180.000	12,298.00
		0.000	0.00

0176 4095.00	160.00	1,353.000	216,480.00
CONCRETE FACE PANELS	m2	1,353.000	216,480.00
		1,353.000	216,480.00
		0.000	0.00

0177 4095.10	39.00	212.000	8,268.00
CONCRETE LEVELING PADS	m	212.000	8,268.00
		212.000	8,268.00
		0.000	0.00

0178 4095.20	130.00	216.000	28,080.00
COPING	m	216.000	28,080.00
		216.000	28,080.00
		0.000	0.00

0179 4095.50	25,000.00	1.000	25,000.00
SHORING FOR MECHANICALLY STABILIZED EARTH STRUCTURES	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00

0180 4350.18	46.00	888.000	40,848.00
450 mm CORRUGATED METAL PIPE	m	888.000	40,848.00
		907.900	41,763.40
		0.000	0.00

0181 6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0182 6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0183 6000.20	12,000.00	1.000	12,000.00
PIER NO.1 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00

0184 6010.22	360.00	206.800	74,448.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	207.808	74,810.88
		207.808	74,810.88
		0.000	0.00

0185 6010.26	380.00	314.600	119,548.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	314.600	119,548.00
		314.600	119,548.00
		0.000	0.00

0186 6011.11	250,000.00	1.000	250,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	250,000.00
AT STA. 144+06.5		1.000	250,000.00
		0.000	0.00

0187 6080.00	5.50	875.000	4,812.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	875.000	4,812.50
		875.000	4,812.50
		0.000	0.00

0188 6095.00	800.00	10.000	8,000.00
STEEL DIAPHRAGM	EACH	10.000	8,000.00
		10.000	8,000.00
		0.000	0.00

0189 6100.00	1,200.00	1.000	1,200.00
FLOOR DRAINS	EACH	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00

0190 6107.00	48.00	95.000	4,560.00
CONCRETE SLOPE PROTECTION	m2	95.000	4,560.00
		314.104	15,076.99
		0.000	0.00

0191 6131.50	1.20	61,950.000	74,340.00
EPOXY COATED REINFORCING STEEL	kg	61,950.000	74,340.00
		61,950.000	74,340.00
		0.000	0.00

0192 6210.12	60.00	1,420.000	85,200.00
HP 250 mm X 62 kg STEEL PILING	m	1,420.000	85,200.00
		1,526.790	91,607.40
		0.000	0.00

0193 6210.50	75.00	554.400	41,580.00
PIPE PILING	m	554.400	41,580.00
		554.400	41,580.00
		0.000	0.00

0194 6601.15	33.00	114.200	3,768.60
38 mm CONDUIT IN BRIDGE	m	114.200	3,768.60
		114.200	3,768.60
		0.000	0.00

0195 8024.75	16.00	7,316.000	117,056.00
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	7,402.000	118,432.00
		7,402.000	118,432.00
		0.000	0.00

0196 8091.00	25.00	220.000	5,500.00
GRANULAR BACKFILL	m3	447.000	11,175.00
		447.000	11,175.00
		0.000	0.00

0328 6610.60	45.50	0.000	0.00
METAL BOND BREAKER	EACH	32.120	1,461.46
		32.120	1,461.46
		0.000	0.00

0329 6005.35	127.74	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	32.120	4,103.01
		32.120	4,103.01
		0.000	0.00

0330 6953.00	340.2777	0.000	0.00
25 mm JOINT FILLER, SPONGE RUBBER TYPE	m2	2.160	735.00
Additional 50mm of joint filler		2.160	735.00
		0.000	0.00

192 6210.42	120.00	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	17.000	2,040.00
		17.000	2,040.00
		0.000	0.00

GROUP 6A BRIDGE AT STA. 144+06.5 RT.		Contracted	1,212,187.10
		Current	1,227,940.45
		In place	1,245,780.24
		This Estimate	0.00

GROUP 6C BRIDGE AT STA. 144+06.5 LT.
0216 0030.60	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00

0217 3050.15	200.00	171.000	34,200.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	171.000	34,200.00
		171.000	34,200.00
		0.000	0.00

0218 3051.10	1.10	11,180.000	12,298.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	11,180.000	12,298.00
		11,180.000	12,298.00
		0.000	0.00

0219 6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0220 6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0221 6000.20	12,000.00	1.000	12,000.00
PIER NO.1 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00

0222 6010.22	360.00	206.800	74,448.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	207.808	74,810.88
		207.808	74,810.88
		0.000	0.00

0223 6010.26	380.00	314.600	119,548.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	314.600	119,548.00
		314.600	119,548.00
		0.000	0.00

0224 6011.11	250,000.00	1.000	250,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	250,000.00
AT STA. 144+06.5		1.000	250,000.00
		0.000	0.00

0225 6040.00	45,000.00	1.000	45,000.00
REMOVE STRUCTURE	EACH	1.000	45,000.00
AT STA. 143+98.5		1.000	45,000.00
		0.000	0.00

0226 6080.00	5.50	875.000	4,812.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	875.000	4,812.50
		875.000	4,812.50
		0.000	0.00

0227 6095.00	800.00	10.000	8,000.00
STEEL DIAPHRAGM	EACH	10.000	8,000.00
		10.000	8,000.00
		0.000	0.00

0228 6100.00	1,200.00	1.000	1,200.00
FLOOR DRAINS	EACH	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00

0229 6107.00	48.00	95.000	4,560.00
CONCRETE SLOPE PROTECTION	m2	95.000	4,560.00
		306.136	14,694.53
		0.000	0.00

0230 6131.50	1.20	61,950.000	74,340.00
EPOXY COATED REINFORCING STEEL	kg	61,950.000	74,340.00
		61,950.000	74,340.00
		0.000	0.00

0231 6210.12	60.00	1,420.000	85,200.00
HP 250 mm X 62 kg STEEL PILING	m	1,420.000	85,200.00
		1,420.000	85,200.00
		0.000	0.00

0232 6210.50	75.00	554.400	41,580.00
PIPE PILING	m	554.400	41,580.00
		554.400	41,580.00
		0.000	0.00

0233 6601.15	33.00	114.200	3,768.60
38 mm CONDUIT IN BRIDGE	m	114.200	3,768.60
		114.200	3,768.60
		0.000	0.00

0234 8091.00	26.25	220.000	5,775.00
GRANULAR BACKFILL	m3	447.000	11,733.75
		447.000	11,733.75
		0.000	0.00

0331 6953.00	340.28	0.000	0.00
25 mm JOINT FILLER, SPONGE RUBBER TYPE	m2	2.160	735.00
Additional 50mm of joint filler (6C)		2.160	735.00
		0.000	0.00

0336 6610.60	45.50	0.000	0.00
METAL BOND BREAKER	EACH	32.120	1,461.46
		32.120	1,461.46
		0.000	0.00

0337 6005.35	127.74	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	32.120	4,103.01
		32.120	4,103.01
		0.000	0.00

4000 9110.10	126.00	0.000	0.00
RENTAL OF EXCAVATOR, FULLY OPERATED	HOUR	20.000	2,520.00
		20.000	2,520.00
		0.000	0.00

4001 9110.01	80.00	0.000	0.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	17.000	1,360.00
		17.000	1,360.00
		0.000	0.00

4002 9110.21	130.00	0.000	0.00
RENTAL OF CRANE, FULLY OPERATED	HOUR	13.500	1,755.00
		13.500	1,755.00
		0.000	0.00

4004 9110.81	507.15	0.000	0.00
RENTAL	EACH	1.000	507.15
Renatl of truck		1.000	507.15
		0.000	0.00

GROUP 6C BRIDGE AT STA. 144+06.5 LT.		Contracted	806,730.10
		Current	825,493.35
		In place	835,627.88
		This Estimate	0.00

GROUP 6D BRIDGE AT STA. 241+45 RT.
0235 0030.60	30,500.00	1.000	30,500.00
MOBILIZATION	LS	1.000	30,500.00
		1.000	30,500.00
		0.000	0.00

0236 1010.01	6.50	620.000	4,030.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	620.000	4,030.00
		620.000	4,030.00
		0.000	0.00

0237 3050.15	210.00	124.400	26,124.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	124.400	26,124.00
		124.400	26,124.00
		0.000	0.00

0238 3051.10	1.15	8,230.000	9,464.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,230.000	9,464.50
		8,230.000	9,464.50
		0.000	0.00

0239 6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0240 6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0241 6001.50	10,000.00	1.000	10,000.00
BENT NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0242 6001.51	10,000.00	1.000	10,000.00
BENT NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0243 6005.60	40.00	108.000	4,320.00
ELASTOMERIC BEARING	EACH	108.000	4,320.00
		108.000	4,320.00
		0.000	0.00

0244 6010.22	400.00	205.800	82,320.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	205.800	82,320.00
		205.800	82,320.00
		0.000	0.00

0245 6010.26	400.00	14.600	5,840.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	14.600	5,840.00
		14.600	5,840.00
		0.000	0.00

0246 6010.28	400.00	93.700	37,480.00
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	101.900	40,760.00
		101.900	40,760.00
		0.000	0.00

0247 6011.11	120,000.00	1.000	120,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	120,000.00
AT STA. 241+45		1.000	120,000.00
		0.000	0.00

0248 6080.00	7.00	3,500.000	24,500.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	3,500.000	24,500.00
		3,500.000	24,500.00
		0.000	0.00

0249 6105.02	30.00	276.000	8,280.00
ROCK RIPRAP, TYPE B	Mg	276.000	8,280.00
		267.438	8,023.14
		0.000	0.00

0250 6131.50	1.11	31,970.000	35,486.70
EPOXY COATED REINFORCING STEEL	kg	31,970.000	35,486.70
		31,970.000	35,486.70
		0.000	0.00

0251 6139.50	50.00	33.000	1,650.00
SUBSURFACE DRAINAGE MATTING	m2	33.000	1,650.00
		33.000	1,650.00
		0.000	0.00

0252 6210.12	63.00	308.000	19,404.00
HP 250 mm X 62 kg STEEL PILING	m	308.000	19,404.00
		308.000	19,404.00
		0.000	0.00

0253 6210.14	71.00	687.600	48,819.60
HP 310 mm X 79 kg STEEL PILING	m	687.600	48,819.60
		687.600	48,819.60
		0.000	0.00

0254 6310.00	120.00	379.900	45,588.00
STEEL SHEET PILING	m2	379.900	45,588.00
		379.900	45,588.00
		0.000	0.00

0255 8091.00	33.00	120.000	3,960.00
GRANULAR BACKFILL	m3	120.000	3,960.00
		120.000	3,960.00
		0.000	0.00

0341 0096.00	-946.86	0.000	0.00
DEDUCTION	LS	0.000	0.00
Low Comp. Strength in Concrete--Const. Letter 06/20/00		0.000	0.00
		0.000	0.00

0342 0096.00	-189.89	0.000	0.00
DEDUCTION	LS	1.000	-189.89
Deduction for low strength in concrete---See constr. office letter 01/06/00		1.000	-189.89
		0.000	0.00

0408 6005.35	161.02	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	25.180	4,054.48
		25.180	4,054.48
		0.000	0.00

4003 9110.81	507.15	0.000	0.00
RENTAL	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

4005 9110.81	507.15	0.000	0.00
RENTAL	EACH	0.000	0.00
Correction of item 4003 on C.O. # 33 to correct category		0.000	0.00
		0.000	0.00

GROUP 6D BRIDGE AT STA. 241+45 RT.		Contracted	537,766.80
		Current	544,911.39
		In place	544,654.53
		This Estimate	0.00

GROUP 6E BRIDGE AT STA. 241+45 LT.
0256 0030.60	30,500.00	1.000	30,500.00
MOBILIZATION	LS	1.000	30,500.00
		1.000	30,500.00
		0.000	0.00

0257 1010.01	6.50	620.000	4,030.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	620.000	4,030.00
		620.000	4,030.00
		0.000	0.00

0258 3050.15	210.00	124.400	26,124.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	124.500	26,145.00
		124.500	26,145.00
		0.000	0.00

0259 3051.10	1.15	8,230.000	9,464.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,225.000	9,458.75
		8,225.000	9,458.75
		0.000	0.00

0260 6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0261 6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0262 6001.50	10,000.00	1.000	10,000.00
BENT NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0263 6001.51	10,000.00	1.000	10,000.00
BENT NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0264 6005.60	40.00	108.000	4,320.00
ELASTOMERIC BEARING	EACH	108.000	4,320.00
		108.000	4,320.00
		0.000	0.00

0265 6010.22	400.00	205.800	82,320.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	205.800	82,320.00
		205.800	82,320.00
		0.000	0.00

0266 6010.26	400.00	14.600	5,840.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	14.600	5,840.00
		14.600	5,840.00
		0.000	0.00

0267 6010.28	400.00	93.700	37,480.00
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	104.000	41,600.00
		93.700	37,480.00
		0.000	0.00

0268 6011.11	120,000.00	1.000	120,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	120,000.00
AT STA. 241+45		1.000	120,000.00
		0.000	0.00

0269 6040.00	25,000.00	1.000	25,000.00
REMOVE STRUCTURE	EACH	1.000	25,000.00
AT STA. 241+44.42		1.000	25,000.00
		0.000	0.00

0270 6080.00	7.00	3,500.000	24,500.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	3,500.000	24,500.00
		3,500.000	24,500.00
		0.000	0.00

0271 6105.02	30.00	276.000	8,280.00
ROCK RIPRAP, TYPE B	Mg	53.550	1,606.50
		53.550	1,606.50
		0.000	0.00

0272 6131.50	1.11	31,970.000	35,486.70
EPOXY COATED REINFORCING STEEL	kg	31,970.000	35,486.70
		31,970.000	35,486.70
		0.000	0.00

0273 6139.50	50.00	33.000	1,650.00
SUBSURFACE DRAINAGE MATTING	m2	33.000	1,650.00
		33.000	1,650.00
		0.000	0.00

0274 6210.12	63.00	308.000	19,404.00
HP 250 mm X 62 kg STEEL PILING	m	308.000	19,404.00
		308.000	19,404.00
		0.000	0.00

0275 6210.14	71.00	687.600	48,819.60
HP 310 mm X 79 kg STEEL PILING	m	687.600	48,819.60
		687.600	48,819.60
		0.000	0.00

0276 6310.00	120.00	379.900	45,588.00
STEEL SHEET PILING	m2	379.900	45,588.00
		379.900	45,588.00
		0.000	0.00

0277 8091.00	33.00	120.000	3,960.00
GRANULAR BACKFILL	m3	120.000	3,960.00
		120.000	3,960.00
		0.000	0.00

0349 9110.22	105.00	0.000	0.00
RENTAL OF DRAGLINE, FULLY OPERATED	HOUR	20.000	2,100.00
Rental of Dragline, Fully Operated		20.000	2,100.00
		0.000	0.00

0409 6005.35	161.02	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	25.180	4,054.48
		25.180	4,054.48
		0.000	0.00

4006 6104.00	17.37	0.000	0.00
BROKEN CONCRETE RIPRAP	Mg	383.438	6,660.32
Additional work for Broken Conc. Riprap		383.438	6,660.32
		0.000	0.00

GROUP 6E BRIDGE AT STA. 241+45 LT.		Contracted	562,766.80
		Current	573,043.35
		In place	568,923.35
		This Estimate	0.00

GROUP 7 GUARDRAIL
0278 0030.70	350.00	1.000	350.00
MOBILIZATION	LS	1.000	350.00
		1.000	350.00
		0.000	0.00

0279 7011.20	54.35	356.460	19,373.60
W-BEAM GUARDRAIL	m	356.460	19,373.60
		364.280	19,798.62
		0.000	0.00

0280 7020.00	982.00	12.000	11,784.00
BRIDGE APPROACH SECTIONS	EACH	12.000	11,784.00
		12.000	11,784.00
		0.000	0.00

0281 7021.70	1,430.00	4.000	5,720.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	5,720.00
		4.000	5,720.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	37,227.60
		Current	37,227.60
		In place	37,652.62
		This Estimate	0.00

GROUP 8B ELECTRICAL
0282 A001.12	300.00	7.000	2,100.00
PULL BOX, TYPE PB-5	EACH	7.000	2,100.00
		7.000	2,100.00
		0.000	0.00

0283 A001.16	345.00	2.000	690.00
PULL BOX, TYPE PB-6	EACH	2.000	690.00
		2.000	690.00
		0.000	0.00

0284 A009.07	1,085.00	2.000	2,170.00
STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25	EACH	2.000	2,170.00
		2.000	2,170.00
		0.000	0.00

0285 A009.14	1,360.00	41.000	55,760.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	41.000	55,760.00
		41.000	55,760.00
		0.000	0.00

0286 A020.30	1,340.00	3.000	4,020.00
LIGHTING CONTROL CENTER, TYPE R	EACH	3.000	4,020.00
		3.000	4,020.00
		0.000	0.00

0287 A070.10	4.75	1,771.000	8,412.25
38 mm CONDUIT IN TRENCH	m	1,771.000	8,412.25
		1,952.200	9,272.96
		0.000	0.00

0288 A072.10	8.65	120.000	1,038.00
38 mm CONDUIT UNDER ROADWAY	m	120.000	1,038.00
		101.500	877.98
		0.000	0.00

0289 A074.12	40.90	17.000	695.30
38 mm CONDUIT, JACKED	m	17.000	695.30
		77.200	3,157.48
		0.000	0.00

0290 A080.10	3.10	442.000	1,370.20
STREET LIGHTING CABLE, NO. 2 USE	m	442.000	1,370.20
		848.600	2,630.66
		0.000	0.00

0291 A080.11	2.35	221.000	519.35
STREET LIGHTING CABLE, NO. 2 BARE	m	221.000	519.35
		424.300	997.11
		0.000	0.00

0292 A080.23	1.50	1,687.000	2,530.50
STREET LIGHTING CABLE, NO. 6 BARE	m	1,687.000	2,530.50
		1,914.600	2,871.90
		0.000	0.00

0293 A080.25	1.65	3,374.000	5,567.10
STREET LIGHTING CABLE, NO. 6 USE	m	3,374.000	5,567.10
		3,829.200	6,318.18
		0.000	0.00

0294 A082.32	3.80	609.000	2,314.20
DIRECT BURIAL CABLE, NO. 6 BARE	m	609.000	2,314.20
		607.800	2,309.64
		0.000	0.00

0295 A600.00	70.00	22.000	1,540.00
REMOVE LIGHTING UNIT	EACH	22.000	1,540.00
		22.000	1,540.00
		0.000	0.00

0296 A700.20	575.00	3.000	1,725.00
RELOCATE STREET LIGHTING UNIT	EACH	3.000	1,725.00
		3.000	1,725.00
		0.000	0.00

0297 A780.00	2,025.00	1.000	2,025.00
TEMPORARY LIGHTING SYSTEM, TYPE	EACH	1.000	2,025.00
I		1.000	2,025.00
		0.000	0.00

0298 A780.02	6,020.00	1.000	6,020.00
TEMPORARY LIGHTING SYSTEM, TYPE	EACH	1.000	6,020.00
II		0.670	4,033.40
		0.000	0.00

0299 A800.50	8.00	95.000	760.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM, TYPE	DAY	95.000	760.00
I		224.000	1,792.00
		0.000	0.00

0300 A800.52	15.00	308.000	4,620.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM, TYPE	DAY	308.000	4,620.00
II		435.500	6,532.50
		0.000	0.00

0301 0030.82	2,150.00	1.000	2,150.00
MOBILIZATION	LS	1.000	2,150.00
		1.000	2,150.00
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	106,026.90
		Current	106,026.90
		In place	112,973.81
		This Estimate	0.00

GROUP 8C SIGNING
0302 A010.08	740.00	3.000	2,220.00
LUMINAIRE, TYPE HPS-150	EACH	3.000	2,220.00
		3.000	2,220.00
		0.000	0.00

0303 0030.82	2,250.00	1.000	2,250.00
MOBILIZATION	LS	1.000	2,250.00
		1.000	2,250.00
		0.000	0.00

0304 7308.00	675.00	2.000	1,350.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	2.000	1,350.00
		2.000	1,350.00
		0.000	0.00

0305 7312.00	9,020.00	1.000	9,020.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	9,020.00
5		1.000	9,020.00
		0.000	0.00

0306 7312.01	19,875.00	1.000	19,875.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	19,875.00
7		1.000	19,875.00
		0.000	0.00

0307 7312.02	9,020.00	1.000	9,020.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	9,020.00
8		1.000	9,020.00
		0.000	0.00

0308 7322.01	210.00	70.770	14,861.70
TYPE B SIGN	m2	70.770	14,861.70
		58.690	12,324.90
		0.000	0.00

0309 7340.00	4.85	1,729.700	8,389.05
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	1,729.700	8,389.05
		1,210.700	5,871.90
		0.000	0.00

0310 7360.24	265.00	8.000	2,120.00
600 mm SIGN SUPPORT FOOTING	EACH	8.000	2,120.00
		10.000	2,650.00
		0.000	0.00

0311 7360.30	295.00	6.000	1,770.00
750 mm SIGN SUPPORT FOOTING	EACH	6.000	1,770.00
		4.000	1,180.00
		0.000	0.00

GROUP 8C SIGNING		Contracted	70,875.75
		Current	70,875.75
		In place	65,761.80
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0312 0001.08	0.50	31,256.000	15,628.00
BARRICADE, TYPE II	BDAY	31,256.000	15,628.00
		35,233.000	17,616.50
		164.000	82.00

0313 0001.10	1.25	51,239.000	64,048.75
BARRICADE, TYPE III	BDAY	51,239.000	64,048.75
		39,179.000	48,973.75
		107.000	133.75

0314 0001.30	1.25	3,269.000	4,086.25
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	3,269.000	4,086.25
		1,662.000	2,077.50
		6.000	7.50

0315 0001.90	0.10	58,080.000	5,808.00
SIGN DAY	EACH	58,080.000	5,808.00
		67,827.000	6,782.70
		245.000	24.50

0316 0002.30	0.25	4,300.000	1,075.00
PAVEMENT MARKING REMOVAL	m	4,300.000	1,075.00
		2,984.820	746.21
		0.000	0.00

0317 0002.39	2.60	16,000.000	41,600.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	1,340.000	3,484.00
		1,340.000	3,484.00
		0.000	0.00

0318 0002.97	5.23	616.000	3,221.68
FLASHING ARROW PANEL	DAY	616.000	3,221.68
		0.000	0.00
		0.000	0.00

0319 0003.10	175.00	60.000	10,500.00
FLAGGING	DAY	60.000	10,500.00
		100.500	17,587.50
		1.000	175.00

0320 0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00

0321 0020.00	0.80	3,000.000	2,400.00
TRAINING	HOUR	3,000.000	2,400.00
		1,785.000	1,428.00
		-0.500	-0.40

0322 0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0323 1017.00	90,000.00	1.000	90,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	90,000.00
		1.000	90,000.00
		0.000	0.00

0324 9110.01	60.00	180.000	10,800.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	180.000	10,800.00
		19.000	1,140.00
		0.000	0.00

0325 9110.02	75.00	20.000	1,500.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	403.000	30,225.00
		403.000	30,225.00
		0.000	0.00

0326 9110.03	45.00	180.000	8,100.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	180.000	8,100.00
		8.500	382.50
		0.000	0.00

0327 9110.07	40.00	180.000	7,200.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	180.000	7,200.00
		9.000	360.00
		0.000	0.00

0344 9112.51	85.00	0.000	0.00
TWO PARTY SURVEY CREW	HOUR	5.500	467.50
		5.500	467.50
		0.000	0.00

0348 9110.06	131.25	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	1.000	131.25
rental of backhoe, fully operated		1.000	131.25
		0.000	0.00

0404 0002.38	1.81	0.000	0.00
TEMPORARY PAVEMENT MARKING, TYPE I	m	4,300.000	7,783.00
		13,530.000	24,489.31
		3,898.500	7,056.29

GROUP 10 GENERAL ITEMS		Contracted	277,467.68
		Current	276,458.43
		In place	257,391.72
		This Estimate	7,478.64

Totals for contract		Contracted	15,678,402.26
		Current	15,844,248.01
		In place	16,214,243.12
		This Estimate	33,544.70