Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:	2834
Estimate Number:	0027
Pay Period End Date:	01.15.2003

Contract Location:
WESTBOUND TO SOUTHBOUND C-D ROAD, BRIDGE AND LOOPS	Estimate Type:	PROG
Contractor:
VRANA & SON CONSTRUCTION CO./CHAS.	Date Let:	07.12.2001
4816 F ST	Date Awarded:	07.31.2001
	Date Contract Executed:	08.03.2001
	Date Notice to Proceed:	08.03.2001
OMAHA NE 68117-1481	Date Work Began:	08.09.2001
Phone:	Date Physical Work Completed:
(402)733-5200	Date Accepted:
Escrow Agent:
Surety Co:
THE CONTINENTAL INSURANCE COMPANY

Counties

DOUGLAS

Project Number		PCT			Fed State Project Number		Description
21834 000		0.000			EACIM-680-9(790)		GR CP CULV BR ELEC SIGN
21837 000		0.000			EACIM-680-9(793)		GR CP BR
21877 000		0.000			EACIM-680-9(803)		GR CP CULV BR

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$5,196,524.95	$5,188,569.39	$7,955.56
$5,094,828.56	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$5,196,524.95	$5,188,569.39	$7,955.56
$5,026,696.99	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
102.00%	Net Earnings	$5,171,524.95	$5,163,569.39	$7,955.56
	Liquidated Damages	-$13,176.00	-$8,784.00	-$4,392.00
	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	$-263.54	$-263.54	$.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	-$13,439.54	-$9,047.54	-$4,392.00
	Payment	$5,158,085.41	$5,154,521.85	$3,563.56
Project Manager			Div. Head/Dist. Eng.
Baehr, Dennis	01.15.2003		Lech, Marvin (Marv)	01.15.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.16.2003
Controller Div. Processed
Burling, Laurie	01.16.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0096	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,817.73	1979
		Epoxy Coated Resteel
		Total for estimate 0002:	2,817.73
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0096	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,817.73	1979
		Epoxy Coated Resteel
		Total for estimate 0005:	-2,817.73
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	38,689.89	35497
		concrete face panels
		S.P. Adjustment	-27,150.80	35497
		concrete face panels
0090	6005.83	FIXED BEARING
		S.P. Initial Payment	5,667.50	E20729
		Fixed Bearings
		Total for estimate 0008:	17,206.59
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-11,539.09	35497
		concrete face panels
		Total for estimate 0009:	-11,539.09
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0096	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	1,354.32	2268
		Epoxy Coated Resteel
		Total for estimate 0011:	1,354.32
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0093	6071.11	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	232,000.00	14-S-02
		STEEL SUPERSTRUCTURE
0094	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	269.80	14-S-02
		STRUC STEEL FOR SUBSTRUCTURE
0103	6951.12	SHEAR CONNECTORS
		S.P. Initial Payment	1,866.60	14-S-02
		SHEAR CONNECTORS
		Total for estimate 0013:	234,136.40
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0090	6005.83	FIXED BEARING
		S.P. Adjustment	-5,667.50	E20729
		Fixed Bearings
0093	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-92,800.00	14-S-02
		STEEL SUPERSTRUCTURE
		Total for estimate 0014:	-98,467.50
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0093	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-62,640.00	14-S-02
		STEEL SUPERSTRUCTURE
0096	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-274.63	2268
		Epoxy Coated Resteel
		Total for estimate 0015:	-62,914.63
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.75	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	22,686.35	CI110120
		Epoxy Dowel Baskets
		S.P. Adjustment	-1,114.05	CI110120
		Epoxy Dowel Baskets
0045	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	3,330.16	CI110120
		Epoxy Dowel Baskets
		Total for estimate 0017:	24,902.46
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.75	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,181.08	CI110120
		Epoxy Dowel Baskets
		S.P. Initial Payment	5,656.32	CI111020
		Basket accessories
		S.P. Adjustment	-571.89	CI111020
		Basket accessories
0074	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Initial Payment	497.78	CI110726
		resteel for inlets
		S.P. Adjustment	-87.54	CI110726
		resteel for inlets
		Total for estimate 0018:	3,313.59
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.75	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,811.58	CI110120
		Epoxy Dowel Baskets
		S.P. Adjustment	-1,261.61	CI111020
		Basket accessories
0093	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-76,560.00	14-S-02
		STEEL SUPERSTRUCTURE
0094	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-269.80	14-S-02
		STRUC STEEL FOR SUBSTRUCTURE
0096	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,079.69	2268
		Epoxy Coated Resteel
		S.P. Initial Payment	1,354.32	2587
		Epoxy Coated Resteel
		S.P. Adjustment	-280.90	2587
		Epoxy Coated Resteel
		Total for estimate 0019:	-82,909.26
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.75	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,355.28	CI110120
		Epoxy Dowel Baskets
		S.P. Adjustment	-1,404.17	CI111020
		Basket accessories
0096	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,073.42	2587
		Epoxy Coated Resteel
0103	6951.12	SHEAR CONNECTORS
		S.P. Adjustment	-1,866.60	14-S-02
		SHEAR CONNECTORS
		Total for estimate 0020:	-9,699.47
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.75	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-7,726.58	CI110120
		Epoxy Dowel Baskets
		S.P. Adjustment	-2,025.93	CI111020
		Basket accessories
0045	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,875.05	CI110120
		Epoxy Dowel Baskets
0074	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-254.96	CI110726
		resteel for inlets
		Total for estimate 0021:	-11,882.52
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.75	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-647.80	CI110120
		Epoxy Dowel Baskets
		S.P. Adjustment	-169.86	CI111020
		Basket accessories
0045	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-769.41	CI110120
		Epoxy Dowel Baskets
0089	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Initial Payment	2,274.78	614135
		Total for estimate 0022:	687.71
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.75	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-222.86	CI111020
		Basket accessories
0045	3075.95	355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-685.71	CI110120
		Epoxy Dowel Baskets
0074	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-23.00	CI110726
		resteel for inlets
0089	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-2,274.78	614135
		Total for estimate 0024:	-3,206.35
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.75	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-849.98	CI110120
		Epoxy Dowel Baskets
0074	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-53.68	CI110726
		resteel for inlets
		Total for estimate 0025:	-903.66
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0074	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-78.60	CI110726
		resteel for inlets
		Total for estimate 0026:	-78.60
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0122	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	4,157.01	1979
		Epoxy Coated Resteel
		Total for estimate 0002:	4,157.01
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0122	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,881.00	1979
		Epoxy Coated Resteel
		Total for estimate 0005:	-1,881.00
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0122	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,276.01	1979
		Epoxy Coated Resteel
		Total for estimate 0006:	-2,276.01
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	6005.83	FIXED BEARING
		S.P. Initial Payment	6,740.00	E20729
		Fixed Bearing
		Total for estimate 0008:	6,740.00
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0122	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	3,118.69	2268
		Epoxy Coated Resteel
		S.P. Adjustment	-802.56	2268
		Epoxy Coated Resteel
		Total for estimate 0011:	2,316.13
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	6005.83	FIXED BEARING
		S.P. Adjustment	-6,740.00	E20729
		Fixed Bearing
0127	6951.12	SHEAR CONNECTORS
		S.P. Initial Payment	1,848.30	9-S-02
		Shear connectors
		Total for estimate 0012:	-4,891.70
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0122	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,316.13	2268
		Epoxy Coated Resteel
		Total for estimate 0014:	-2,316.13
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0127	6951.12	SHEAR CONNECTORS
		S.P. Adjustment	-1,848.30	9-S-02
		Shear connectors
		Total for estimate 0015:	-1,848.30
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0122	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	10,197.52	2421
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-341.09	2421
		EPOXY COATED RE-STEEL
		Total for estimate 0016:	9,856.43
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0111	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	5,599.11	2461
		EPOXY COATED RE-STEEL FOR PVMT APPRO
0122	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	6,755.13	2460
		Epoxy Coated Resteel
		S.P. Initial Payment	4,018.60	2460
		Epoxy Coated Resteel
		Total for estimate 0017:	16,372.84
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0111	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-3,153.18	2461
		EPOXY COATED RE-STEEL FOR PVMT APPRO
0122	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,755.13	2460
		Epoxy Coated Resteel
		S.P. Adjustment	-4,018.60	2460
		Epoxy Coated Resteel
		S.P. Adjustment	-9,856.43	2421
		EPOXY COATED RE-STEEL
		Total for estimate 0018:	-23,783.34
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0111	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-1,631.45	2461
		EPOXY COATED RE-STEEL FOR PVMT APPRO
		Total for estimate 0019:	-1,631.45
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0111	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-814.47	2461
		EPOXY COATED RE-STEEL FOR PVMT APPRO
		Total for estimate 0020:	-814.47
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	4,008.41	1979
		Epoxy Coated Resteel
		Total for estimate 0002:	4,008.41
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,702.43	1979
		Epoxy Coated Resteel
		Total for estimate 0003:	-3,702.43
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0137	6005.83	FIXED BEARING
		S.P. Initial Payment	6,130.00	E20729
		Fixed Bearing
		Total for estimate 0008:	6,130.00
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0140	6071.11	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	313,200.00	5-S-02
		Steel Superstructure
0141	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	227.20	5-S-02
		Struc Steel For Superstructure
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-199.39	1979
		Epoxy Coated Resteel
0148	6951.12	SHEAR CONNECTORS
		S.P. Initial Payment	1,674.45	5-S-02
		Shear Connectors
		Total for estimate 0011:	314,902.26
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0137	6005.83	FIXED BEARING
		S.P. Adjustment	-6,130.00	E20729
		Fixed Bearing
		Total for estimate 0014:	-6,130.00
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,802.69	2461
		Epoxy Coated Resteel
		Total for estimate 0017:	2,802.69
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0140	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-156,600.00	5-S-02
		Steel Superstructure
		Total for estimate 0020:	-156,600.00
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0140	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-156,600.00	5-S-02
		Steel Superstructure
0141	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-227.20	5-S-02
		Struc Steel For Superstructure
		Total for estimate 0021:	-156,827.20
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0136	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Initial Payment	2,198.39	614135
		Precompress Foam Jt
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-106.59	1979
		Epoxy Coated Resteel
		S.P. Adjustment	-1,294.76	2461
		Epoxy Coated Resteel
		Total for estimate 0022:	797.04
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-981.88	2461
		Epoxy Coated Resteel
		Total for estimate 0023:	-981.88
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-526.05	2461
		Epoxy Coated Resteel
0148	6951.12	SHEAR CONNECTORS
		S.P. Adjustment	-1,674.45	5-S-02
		Shear Connectors
		Total for estimate 0024:	-2,200.50
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0136	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-2,198.39	614135
		Precompress Foam Jt
		Total for estimate 0026:	-2,198.39
		Total remaining for contract:	0.00

			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                          L010.98	7.80	422.400	3,294.72
TEMPORARY EROSION CONTROL	m2	422.400	3,294.72
		390.000	3,042.00
		0.000	0.00
0002                          L020.00	1.40	28,481.000	39,873.40
EROSION CONTROL	m2	28,481.000	39,873.40
		37,894.030	53,051.64
		0.000	0.00
0003                          L020.01	5.50	3,462.000	19,041.00
EROSION CONTROL, TYPE A	m2	3,462.000	19,041.00
		3,331.330	18,322.32
		0.000	0.00
0004                          L020.10	1.50	5,082.000	7,623.00
EROSION CONTROL, TYPE HV	m2	5,082.000	7,623.00
		5,126.885	7,690.33
		0.000	0.00
0005                          L021.01	18.00	89.000	1,602.00
EROSION CHECKS, TYPE A	BALE	89.000	1,602.00
		89.000	1,602.00
		0.000	0.00
0006                          L021.06	15.00	36.000	540.00
EROSION CHECKS, TYPE HV	BALE	36.000	540.00
		36.000	540.00
		0.000	0.00
0007                          L022.11	8.00	101.800	814.40
FABRIC SILT FENCE-LOW POROSITY	m	101.800	814.40
		318.900	2,551.20
		0.000	0.00
0008                          L022.12	9.00	156.700	1,410.30
FABRIC SILT FENCE-HIGH POROSITY	m	156.700	1,410.30
		473.000	4,257.00
		0.000	0.00
0009                          L022.23	20.00	90.500	1,810.00
FABRIC SILT FENCE-WP-WW-LOW POROSITY	m	90.500	1,810.00
		99.500	1,990.00
		0.000	0.00
0010                          L022.24	20.00	80.600	1,612.00
FABRIC SILT FENCE-WP-WW-HIGH POROSITY	m	80.600	1,612.00
		63.000	1,260.00
		0.000	0.00
0011                          0030.10	71,228.32	1.000	71,228.32
MOBILIZATION	LS	1.000	71,228.32
		1.000	71,228.32
		0.000	0.00
0012                          1009.00	25,000.00	1.000	25,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0013                          1010.00	3.25	160,960.000	523,120.00
EXCAVATION	m3	160,960.000	523,120.00
		160,960.000	523,120.00
		0.000	0.00
0014                          1011.00	1.20	3,219.000	3,862.80
WATER	kL	3,219.000	3,862.80
		0.000	0.00
		0.000	0.00
0015                          1021.10	5.00	71.000	355.00
REMOVE DELINEATOR UNITS	EACH	71.000	355.00
		91.000	455.00
		0.000	0.00
0016                          1101.25	8.20	191.000	1,566.20
SAWING PAVEMENT	m	191.000	1,566.20
		268.900	2,204.98
		0.000	0.00
0017                          1102.00	2.60	6,455.000	16,783.00
REMOVE ASPHALT SURFACE	m2	6,455.000	16,783.00
		7,136.700	18,555.42
		0.000	0.00
0018                          1109.20	17.50	1.500	26.25
REMOVE CONCRETE BARRIER	m	1.500	26.25
		0.000	0.00
		0.000	0.00
0019                          1123.00	5.00	1,025.000	5,125.00
REMOVE CONCRETE DITCH LINER	m2	1,025.000	5,125.00
		1,522.700	7,613.50
		0.000	0.00
0020                          3275.20	6.20	11,675.000	72,385.00
CRUSH CONCRETE PAVEMENT	m2	11,675.000	72,385.00
		12,261.760	76,022.92
		0.000	0.00
0021                          7017.00	5.00	233.800	1,169.00
REMOVE GUARDRAIL	m	233.800	1,169.00
		327.500	1,637.50
		0.000	0.00
0022                          9110.01	120.00	10.000	1,200.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	1,200.00
		70.730	8,487.60
		12.430	1,491.60
0023                          9110.03	100.00	10.000	1,000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	1,000.00
		26.000	2,600.00
		0.000	0.00
0024                          9110.07	100.00	10.000	1,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	1,000.00
		21.200	2,120.00
		0.000	0.00
GROUP 1 GRADING		Contracted	801,441.39
		Current	801,441.39
		In place	833,351.73
		This Estimate	1,491.60
GROUP 1A MSE WALL
0025                          0030.10	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0026                          4095.00	200.00	602.000	120,400.00
CONCRETE FACE PANELS	m2	602.000	120,400.00
		602.000	120,400.00
		0.000	0.00
0027                          4095.10	48.60	113.700	5,525.82
CONCRETE LEVELING PADS	m	113.700	5,525.82
		113.700	5,525.82
		0.000	0.00
0028                          4095.20	92.10	115.900	10,674.39
COPING	m	115.900	10,674.39
		113.900	10,490.19
		0.000	0.00
0029                          4350.24	36.20	215.700	7,808.34
600 mm CORRUGATED METAL PIPE	m	215.700	7,808.34
		215.700	7,808.34
		0.000	0.00
0030                          8024.75	24.00	2,579.000	61,896.00
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	2,579.000	61,896.00
		2,579.000	61,896.00
		0.000	0.00
GROUP 1A MSE WALL		Contracted	211,304.55
		Current	211,304.55
		In place	211,120.35
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0031                          L001.01	1,500.00	4.300	6,450.00
SEEDING, TYPE A	ha	4.300	6,450.00
		3.951	5,926.50
		0.000	0.00
0032                          L001.02	1,000.00	1.200	1,200.00
SEEDING, TYPE B	ha	1.200	1,200.00
		1.108	1,108.00
		0.000	0.00
0033                          L006.50	850.00	4.200	3,570.00
TEMPORARY SEEDING	ha	4.200	3,570.00
		8.792	7,473.20
		0.000	0.00
0034                          L032.75	100.00	48.500	4,850.00
MULCH	Mg	48.500	4,850.00
		65.210	6,521.00
		0.000	0.00
0035                          0030.30	14,470.40	1.000	14,470.40
MOBILIZATION	LS	1.000	14,470.40
		1.000	14,470.40
		0.000	0.00
0036                          1020.02	10.50	71.000	745.50
DELINEATOR, TYPE II	EACH	71.000	745.50
		148.000	1,554.00
		0.000	0.00
0037                          1020.15	10.00	735.000	7,350.00
MEDIAN CHAIN DELINEATOR	m	735.000	7,350.00
		735.000	7,350.00
		0.000	0.00
0038                          2020.50	42.20	4,246.000	179,181.20
SURFACING	m2	4,246.000	179,181.20
250 mm		5,323.200	224,639.04
		0.000	0.00
0039                          3008.05	4.60	156.000	717.60
TIE BARS	EACH	156.000	717.60
		55.000	253.00
		0.000	0.00
0040                          3016.21	37.00	15.000	555.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	15.000	555.00
		15.000	555.00
		0.000	0.00
0041                          3027.00	2,220.00	1.000	2,220.00
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	1.000	2,220.00
		1.000	2,220.00
		0.000	0.00
0042                          3075.71	35.20	3,939.000	138,652.80
305 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	3,939.000	138,652.80
		4,586.920	161,459.59
		0.000	0.00
0043                          3075.75	37.70	11,049.000	416,547.30
305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	11,049.000	416,547.30
		10,635.040	400,941.01
		0.000	0.00
0044                          3075.91	41.60	596.000	24,793.60
355 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	596.000	24,793.60
		557.450	23,189.92
		0.000	0.00
0045                          3075.95	43.90	931.000	40,870.90
355 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	931.000	40,870.90
		931.000	40,870.90
		0.000	0.00
0046                          3089.25	44.60	3,896.000	173,761.60
TEMPORARY SURFACING	m2	3,896.000	173,761.60
		4,492.050	200,345.43
		0.000	0.00
0047                          4020.25	43.00	405.000	17,415.00
CONCRETE DITCH LINING	m2	405.000	17,415.00
200 mm		405.000	17,415.00
		0.000	0.00
0048                          4764.35	25.10	15.800	396.58
100 mm PERFORATED PIPE UNDERDRAIN	m	15.800	396.58
		143.800	3,609.38
		0.000	0.00
0049                          8029.10	6.40	15,109.000	96,697.60
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	542.580	3,472.51
		542.580	3,472.50
		0.000	0.00
0050                          8029.12	8.70	1,406.000	12,232.20
AGGREGATE FOUNDATION COURSE-D 150 mm	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0051                          8060.05	150.00	15.000	2,250.00
GRANULAR SUBDRAIN	EACH	15.000	2,250.00
		14.000	2,100.00
		0.000	0.00
0052                          9111.00	4.40	333.000	1,465.20
WATER	kL	333.000	1,465.20
		13.250	58.30
		0.000	0.00
0053                          9170.00	650.00	35.738	23,229.70
EARTH SHOULDER CONSTRUCTION	StaM	35.738	23,229.70
		35.738	23,229.70
		0.000	0.00
0054                          9173.20	1.60	16,515.000	26,424.00
SUBGRADE PREPARATION	m2	16,515.000	26,424.00
		16,552.610	26,484.18
		0.000	0.00
4006                          3025.00	170.00	0.000	0.00
CONCRETE CLASS 47BD-30 MEDIAN BARRIER	m	40.000	6,800.00
		35.000	5,950.00
		0.000	0.00
4013                          8029.84	6.00	0.000	0.00
BITUMINOUS FOUNDATION COURSE 100 mm	m2	14,566.420	87,398.52
		14,521.580	87,129.48
		0.000	0.00
4014                          8029.86	8.125	0.000	0.00
BITUMINOUS FOUNDATION COURSE 150 mm	m2	1,406.000	11,423.75
		1,488.450	12,093.66
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	1,196,046.18
		Current	1,196,211.16
		In place	1,280,419.19
		This Estimate	0.00
GROUP 4 CULVERTS
0055                          P070.18	80.40	280.200	22,528.08
450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	280.200	22,528.08
		266.500	21,426.60
		0.000	0.00
0056                          P120.42	297.50	27.500	8,181.25
1050 mm CULVERT PIPE TYPE 2	m	27.500	8,181.25
		26.800	7,973.00
		0.000	0.00
0057                          P400.36	219.40	70.500	15,467.70
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	70.500	15,467.70
		70.500	15,467.70
		0.000	0.00
0058                          P700.18	87.40	279.800	24,454.52
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	279.800	24,454.52
		296.150	25,883.51
		0.000	0.00
0059                          P702.24	116.00	99.000	11,484.00
600 mm STORM SEWER PIPE, TYPE 1	m	99.000	11,484.00
		103.140	11,964.24
		0.000	0.00
0060                          P702.36	259.10	16.500	4,275.15
900 mm STORM SEWER PIPE, TYPE 1	m	16.500	4,275.15
		16.500	4,275.15
		0.000	0.00
0061                          0030.40	9,863.64	1.000	9,863.64
MOBILIZATION	LS	1.000	9,863.64
		1.000	9,863.64
		0.000	0.00
0062                          1119.00	510.00	5.000	2,550.00
REMOVE INLET	EACH	5.000	2,550.00
		5.000	2,550.00
		0.000	0.00
0063                          4004.50	2.90	5,735.000	16,631.50
CAST IRON GRATE AND FRAME	kg	5,735.000	16,631.50
		5,735.000	16,631.50
		0.000	0.00
0064                          4035.25	320.00	3.000	960.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	3.000	960.00
		4.000	1,280.00
		0.000	0.00
0065                          4040.00	290.00	4.000	1,160.00
REMOVE HEADWALLS FROM CULVERTS	EACH	4.000	1,160.00
		4.000	1,160.00
		0.000	0.00
0066                          4043.50	33.70	52.200	1,759.14
REMOVE SEWER PIPE	m	52.200	1,759.14
		60.200	2,028.74
		0.000	0.00
0067                          4043.60	61.30	32.600	1,998.38
RELAYING SEWER PIPE	m	32.600	1,998.38
		32.600	1,998.38
		0.000	0.00
0068                          4050.01	11.50	476.000	5,474.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	476.000	5,474.00
		476.000	5,474.00
		0.000	0.00
0069                          4100.06	1,110.00	0.540	599.40
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.540	599.40
		0.540	599.40
		0.000	0.00
0070                          4105.59	760.00	28.650	21,774.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	28.650	21,774.00
		28.650	21,774.00
		0.000	0.00
0071                          4107.07	1,020.00	3.260	3,325.20
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	3.260	3,325.20
		3.170	3,233.40
		0.000	0.00
0072                          4130.06	1,700.00	0.300	510.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.300	510.00
		0.300	510.00
		0.000	0.00
0073                          4150.00	1.90	20.000	38.00
REINFORCING STEEL FOR HEADWALL	kg	20.000	38.00
		20.000	38.00
		0.000	0.00
0074                          4155.50	1.20	1,029.000	1,234.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	1,029.000	1,234.80
		1,031.400	1,237.68
		0.000	0.00
0075                          4157.00	1.30	155.000	201.50
REINFORCING STEEL FOR COLLARS	kg	155.000	201.50
		133.000	172.90
		0.000	0.00
0076                          4310.18	540.00	10.000	5,400.00
450 mm FLARED-END SECTION	EACH	10.000	5,400.00
		10.000	5,400.00
		0.000	0.00
0077                          4310.24	560.00	1.000	560.00
600 mm FLARED-END SECTION	EACH	1.000	560.00
		2.000	1,120.00
		0.000	0.00
0078                          4310.42	900.00	1.000	900.00
1050 mm FLARED-END SECTION	EACH	1.000	900.00
		1.000	900.00
		0.000	0.00
0079                          4461.24	380.00	3.000	1,140.00
INSTALL 600 mm CONCRETE FLARED-END SECTION	EACH	3.000	1,140.00
		3.000	1,140.00
		0.000	0.00
0080                          4670.05	100.00	2.900	290.00
CULVERT SANDFILL	m3	2.900	290.00
		2.900	290.00
		0.000	0.00
0081                          4900.24	670.00	7.000	4,690.00
AREA INLET SEDIMENT FILTER	EACH	7.000	4,690.00
		7.000	4,690.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	167,450.26
		Current	167,450.26
		In place	169,081.84
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 802+57.238
0082                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		0.000	0.00
		0.000	0.00
0083                          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
0084                          3050.15	240.00	138.700	33,288.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	138.700	33,288.00
		138.700	33,288.00
		0.000	0.00
0085                          3051.10	2.00	8,709.000	17,418.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,709.000	17,418.00
		8,709.000	17,418.00
		0.000	0.00
0086                          6000.10	1,530.00	1.000	1,530.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,530.00
		1.000	1,530.00
		0.000	0.00
0087                          6000.11	1,530.00	1.000	1,530.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,530.00
		1.000	1,530.00
		0.000	0.00
0088                          6000.20	2,220.00	1.000	2,220.00
PIER NO.1 EXCAVATION	LS	1.000	2,220.00
		1.000	2,220.00
		0.000	0.00
0089                          6005.35	130.00	26.800	3,484.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	26.800	3,484.00
		26.800	3,484.00
		0.000	0.00
0090                          6005.83	1,110.00	5.000	5,550.00
FIXED BEARING	EACH	5.000	5,550.00
		5.000	5,550.00
		0.000	0.00
0091                          6010.22	388.80	150.900	58,669.92
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	150.900	58,669.92
		152.000	59,097.60
		0.000	0.00
0092                          6010.26	378.10	244.900	92,596.69
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	244.900	92,596.69
		244.900	92,596.69
		0.000	0.00
0093                          6071.11	265,000.00	1.000	265,000.00
STEEL SUPERSTRUCTURE	LS	1.000	265,000.00
AT STA. 802+57.238		1.000	265,000.00
		0.000	0.00
0094                          6080.00	5.00	380.000	1,900.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	380.000	1,900.00
		380.000	1,900.00
		0.000	0.00
0095                          6107.00	49.10	256.000	12,569.60
CONCRETE SLOPE PROTECTION	m2	256.000	12,569.60
		194.100	9,530.31
		0.000	0.00
0096                          6131.50	1.30	37,277.000	48,460.10
EPOXY COATED REINFORCING STEEL	kg	37,277.000	48,460.10
		37,328.000	48,526.40
		0.000	0.00
0097                          6139.50	26.30	62.000	1,630.60
SUBSURFACE DRAINAGE MATTING	m2	62.000	1,630.60
		62.000	1,630.60
		0.000	0.00
0098                          6210.12	66.70	264.600	17,648.82
HP 250 mm X 62 kg STEEL PILING	m	264.600	17,648.82
		280.880	18,734.70
		0.000	0.00
0099                          6210.14	76.70	439.200	33,686.64
HP 310 mm X 79 kg STEEL PILING	m	439.200	33,686.64
		396.320	30,397.75
		0.000	0.00
0100                          6510.55	21,100.00	1.000	21,100.00
TEMPORARY BRIDGE SHORING	LS	1.000	21,100.00
		1.000	21,100.00
		0.000	0.00
0101                          6510.60	16,600.00	1.000	16,600.00
BRIDGE SHORING	LS	1.000	16,600.00
		1.000	16,600.00
		0.000	0.00
0102                          6601.15	42.00	103.800	4,359.60
38 mm CONDUIT IN BRIDGE	m	103.800	4,359.60
		103.800	4,359.60
		0.000	0.00
0103                          6951.12	2.70	3,060.000	8,262.00
SHEAR CONNECTORS	EACH	3,060.000	8,262.00
		3,060.000	8,262.00
		0.000	0.00
0104                          7011.20	80.00	7.620	609.60
W-BEAM GUARDRAIL	m	7.620	609.60
		7.620	609.60
		0.000	0.00
0105                          7020.00	1,800.00	1.000	1,800.00
BRIDGE APPROACH SECTIONS	EACH	1.000	1,800.00
		1.000	1,800.00
		0.000	0.00
0106                          7024.25	3,000.00	1.000	3,000.00
GUARDRAIL END TREATMENT, TYPE I	EACH	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0107                          8091.00	50.80	190.100	9,657.08
GRANULAR BACKFILL	m3	190.100	9,657.08
		190.100	9,657.08
		0.000	0.00
4002                          6210.34	45.66	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	31.400	1,433.72
		43.720	1,996.25
		0.000	0.00
4007                          6210.32	40.02	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	10.000	400.20
		0.700	28.01
		0.000	0.00
4008                          6210.42	133.40	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	20.000	2,668.00
		1.000	133.40
		0.000	0.00
4009                          6210.44	153.40	0.000	0.00
HP 310 mm X 79 kg, PILE SPLICE	EACH	20.000	3,068.00
		3.000	460.20
		0.000	0.00
GROUP 6 BRIDGE AT STA. 802+57.238		Contracted	697,970.65
		Current	705,540.57
		In place	695,440.19
		This Estimate	0.00
GROUP 8B ELECTRICAL
0150                          A001.16	600.00	2.000	1,200.00
PULL BOX, TYPE PB-6	EACH	2.000	1,200.00
		2.000	1,200.00
		0.000	0.00
0151                          A010.26	800.00	10.000	8,000.00
LUMINAIRE, TYPE HML-V-1KW	EACH	10.000	8,000.00
		10.000	8,000.00
		0.000	0.00
0152                          A018.81	4,700.00	1.000	4,700.00
FOUNDATION DESIGN	EACH	1.000	4,700.00
		1.000	4,700.00
		0.000	0.00
0153                          A018.82	225.00	11.500	2,587.50
CONCRETE FOR FOUNDATION	m3	11.500	2,587.50
		13.380	3,010.50
		0.000	0.00
0154                          A018.83	4.00	550.000	2,200.00
REINFORCING STEEL	kg	550.000	2,200.00
		663.000	2,652.00
		0.000	0.00
0155                          A018.84	250.00	6.000	1,500.00
ANCHOR BOLTS	EACH	6.000	1,500.00
		6.000	1,500.00
		0.000	0.00
0156                          A072.14	20.00	10.000	200.00
50 mm CONDUIT UNDER ROADWAY	m	10.000	200.00
		10.000	200.00
		0.000	0.00
0157                          A074.14	70.00	9.000	630.00
50 mm CONDUIT, JACKED	m	9.000	630.00
		9.000	630.00
		0.000	0.00
0158                          A082.12	8.00	453.000	3,624.00
DIRECT BURIAL CABLE, NO. 2 USE	m	453.000	3,624.00
		1,083.000	8,664.00
		0.000	0.00
0159                          A750.10	18,000.00	1.000	18,000.00
MODIFY HIGH MAST TOWER	EACH	1.000	18,000.00
TYPE P-45.7		1.000	18,000.00
		0.000	0.00
0160                          0030.81	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
4012                          1800.01	5,257.17	0.000	0.00
RELOCATE	LS	1.000	5,257.17
Relocate Temporary Lighting		1.000	5,257.17
		0.000	0.00
4026                          A110.02	1,222.21	0.000	0.00
REPAIR	LS	1.000	1,222.21
REPAIR LIGHTING CIRCUIT		1.000	1,222.21
		1.000	1,222.21
GROUP 8B ELECTRICAL		Contracted	45,641.50
		Current	52,120.88
		In place	58,035.88
		This Estimate	1,222.21
GROUP 8C SIGNING
0161                          0030.82	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0162                          7308.10	1,000.00	4.000	4,000.00
REMOVE SIGN	EACH	4.000	4,000.00
		5.000	5,000.00
		0.000	0.00
0163                          7312.00	12,200.00	1.000	12,200.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	12,200.00
1		1.000	12,200.00
		0.000	0.00
0164                          7320.00	250.00	5.000	1,250.00
INSTALL SIGN	EACH	5.000	1,250.00
		3.000	750.00
		0.000	0.00
0165                          7320.05	650.00	3.000	1,950.00
INSTALL OVERHEAD SIGN	EACH	3.000	1,950.00
		2.000	1,300.00
		0.000	0.00
0166                          7340.00	5.50	580.000	3,190.00
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	580.000	3,190.00
		0.000	0.00
		0.000	0.00
0167                          7360.24	600.00	2.000	1,200.00
600 mm SIGN SUPPORT FOOTING	EACH	2.000	1,200.00
		2.000	1,200.00
		0.000	0.00
0168                          7390.00	800.00	2.000	1,600.00
REMOVE SIGN AND POST	EACH	2.000	1,600.00
		4.000	3,200.00
		0.000	0.00
4015                          7308.00	5,043.78	0.000	0.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	1.000	5,043.78
		1.000	5,043.78
		0.000	0.00
4016                          7320.20	438.38	0.000	0.00
INSTALL TRAFFIC SIGN AND POST	LS	1.000	438.38
		1.000	438.38
		0.000	0.00
4021                          A010.08	1,155.00	0.000	0.00
LUMINAIRE, TYPE HPS-150	EACH	1.000	1,155.00
Sta. 121+06 Lt.		1.000	1,155.00
		0.000	0.00
4025                          7308.00	2,356.74	0.000	0.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	1.000	2,356.74
		1.000	2,356.74
		1.000	2,356.74
4027                          1137.50	2,885.01	0.000	0.00
REMOVE AND RESET	LS	1.000	2,885.01
Remove and Reset Signs and Post		1.000	2,885.01
		1.000	2,885.01
GROUP 8C SIGNING		Contracted	27,390.00
		Current	39,268.91
		In place	37,528.91
		This Estimate	5,241.75
GROUP 10 GENERAL ITEMS
0169                          A800.70	6.30	412.000	2,595.60
MAINTENANCE OF LIGHTING UNITS	DAY	412.000	2,595.60
		414.000	2,608.20
		0.000	0.00
0170                          0001.08	0.50	24,319.000	12,159.50
BARRICADE, TYPE II	BDAY	24,319.000	12,159.50
		47,000.000	23,500.00
		0.000	0.00
0171                          0001.10	3.10	2,497.000	7,740.70
BARRICADE, TYPE III	BDAY	2,497.000	7,740.70
		10,151.000	31,468.10
		0.000	0.00
0172                          0001.30	3.20	1,684.000	5,388.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,684.000	5,388.80
		3,097.000	9,910.40
		0.000	0.00
0173                          0001.75	3.30	1,401.000	4,623.30
TEMPORARY SIGN DAY	EACH	1,401.000	4,623.30
		1,219.000	4,022.70
		0.000	0.00
0174                          0001.90	2.20	15,466.000	34,025.20
SIGN DAY	EACH	15,466.000	34,025.20
		16,548.000	36,405.60
		0.000	0.00
0175                          0002.30	0.25	75,000.000	18,750.00
PAVEMENT MARKING REMOVAL	m	75,000.000	18,750.00
		21,212.000	5,303.00
		0.000	0.00
0176                          0002.44	0.10	150,000.000	15,000.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	150,000.000	15,000.00
		46,390.000	4,639.00
		0.000	0.00
0177                          0002.47	0.15	50,000.000	7,500.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	50,000.000	7,500.00
		24,705.000	3,705.75
		0.000	0.00
0178                          0002.48	2.20	2,000.000	4,400.00
TEMPORARY RAISED PAVEMENT MARKER	EACH	2,000.000	4,400.00
		1,030.000	2,266.00
		0.000	0.00
0179                          0002.97	200.00	112.000	22,400.00
FLASHING ARROW PANEL	DAY	112.000	22,400.00
		139.000	27,800.00
		0.000	0.00
0180                          0003.10	180.00	120.000	21,600.00
FLAGGING	DAY	120.000	21,600.00
		51.500	9,270.00
		0.000	0.00
0181                          0003.51	10.90	2,325.000	25,342.50
INSTALL CONCRETE PROTECTION BARRIER	m	2,325.000	25,342.50
		2,383.000	25,974.70
		0.000	0.00
0182                          0003.56	5.40	1,500.000	8,100.00
RELOCATE CONCRETE PROTECTION BARRIER	m	1,500.000	8,100.00
		1,366.900	7,381.26
		0.000	0.00
0183                          0003.57	1,050.00	5.000	5,250.00
RELOCATE INERTIAL BARRIER SYSTEM	EACH	5.000	5,250.00
		9.000	9,450.00
		0.000	0.00
0184                          0003.58	1,300.00	7.000	9,100.00
INERTIAL BARRIER SYSTEM	EACH	7.000	9,100.00
		5.000	6,500.00
		0.000	0.00
0185                          0003.64	475.00	5.000	2,375.00
REPLACEMENT MODULE	EACH	5.000	2,375.00
		11.000	5,225.00
		0.000	0.00
0186                          0010.04	2,060.00	1.000	2,060.00
FIELD OFFICE	EACH	1.000	2,060.00
		1.000	2,060.00
		0.000	0.00
0187                          0030.00	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	213,410.60
		Current	213,410.60
		In place	222,489.71
		This Estimate	0.00
GROUP 1 GRADING
0011                          0030.10	263.34	1.000	263.34
MOBILIZATION	LS	1.000	263.34
		0.560	147.47
		0.000	0.00
0016                          1101.25	8.20	46.200	378.84
SAWING PAVEMENT	m	46.200	378.84
		46.000	377.20
		0.000	0.00
0018                          1109.20	17.50	4.000	70.00
REMOVE CONCRETE BARRIER	m	4.000	70.00
		0.000	0.00
		0.000	0.00
0020                          3275.20	6.20	121.000	750.20
CRUSH CONCRETE PAVEMENT	m2	121.000	750.20
		117.200	726.64
		0.000	0.00
GROUP 1 GRADING		Contracted	1,462.38
		Current	1,462.38
		In place	1,251.31
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0035                          0030.30	264.80	1.000	264.80
MOBILIZATION	LS	1.000	264.80
		1.000	264.80
		0.000	0.00
0039                          3008.05	4.60	37.000	170.20
TIE BARS	EACH	37.000	170.20
		32.000	147.20
		0.000	0.00
0041                          3027.00	2,220.00	2.000	4,440.00
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	2.000	4,440.00
		2.000	4,440.00
		0.000	0.00
0044                          3075.91	41.60	115.000	4,784.00
355 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	115.000	4,784.00
		111.530	4,639.65
		0.000	0.00
0048                          4764.35	25.10	15.100	379.01
100 mm PERFORATED PIPE UNDERDRAIN	m	15.100	379.01
		15.100	379.01
		0.000	0.00
0050                          8029.12	8.70	115.000	1,000.50
AGGREGATE FOUNDATION COURSE-D 150 mm	m2	115.000	1,000.50
		111.530	970.31
		0.000	0.00
0052                          9111.00	4.40	2.000	8.80
WATER	kL	2.000	8.80
		0.000	0.00
		0.000	0.00
0054                          9173.20	1.60	115.000	184.00
SUBGRADE PREPARATION	m2	115.000	184.00
		111.530	178.45
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	11,231.31
		Current	11,231.31
		In place	11,019.42
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 508+29.77
0108                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0109                          0030.60	30,000.00	1.000	30,000.00
MOBILIZATION	LS	1.000	30,000.00
		1.000	30,000.00
		0.000	0.00
0110                          3050.15	220.00	138.500	30,470.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	138.500	30,470.00
		138.500	30,470.00
		0.000	0.00
0111                          3051.10	1.40	8,930.000	12,502.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,930.000	12,502.00
		8,930.000	12,502.00
		0.000	0.00
0112                          6000.10	2,420.00	1.000	2,420.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,420.00
		1.000	2,420.00
		0.000	0.00
0113                          6000.11	2,090.00	1.000	2,090.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,090.00
		1.000	2,090.00
		0.000	0.00
0114                          6000.20	2,310.00	1.000	2,310.00
PIER NO.1 EXCAVATION	LS	1.000	2,310.00
		1.000	2,310.00
		0.000	0.00
0115                          6005.35	130.00	28.000	3,640.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	28.000	3,640.00
		28.000	3,640.00
		0.000	0.00
0116                          6005.83	1,410.00	5.000	7,050.00
FIXED BEARING	EACH	5.000	7,050.00
		5.000	7,050.00
		0.000	0.00
0117                          6010.22	363.50	195.500	71,064.25
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	195.500	71,064.25
		195.500	71,064.25
		0.000	0.00
0118                          6010.26	370.00	302.400	111,888.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	302.400	111,888.00
		302.400	111,888.00
		0.000	0.00
0119                          6071.11	414,000.00	1.000	414,000.00
STEEL SUPERSTRUCTURE	LS	1.000	414,000.00
AT STA. 508+29.77		1.000	414,000.00
		0.000	0.00
0120                          6080.00	4.70	410.000	1,927.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	410.000	1,927.00
		410.000	1,927.00
		0.000	0.00
0121                          6107.00	49.50	250.000	12,375.00
CONCRETE SLOPE PROTECTION	m2	250.000	12,375.00
		250.000	12,375.00
		0.000	0.00
0122                          6131.50	1.30	44,975.000	58,467.50
EPOXY COATED REINFORCING STEEL	kg	44,975.000	58,467.50
		45,268.000	58,848.40
		0.000	0.00
0123                          6139.50	25.80	70.000	1,806.00
SUBSURFACE DRAINAGE MATTING	m2	70.000	1,806.00
		70.000	1,806.00
		0.000	0.00
0124                          6210.12	66.70	411.500	27,447.05
HP 250 mm X 62 kg STEEL PILING	m	411.500	27,447.05
		379.090	25,285.31
		0.000	0.00
0125                          6210.14	76.70	784.800	60,194.16
HP 310 mm X 79 kg STEEL PILING	m	784.800	60,194.16
		686.520	52,656.08
		0.000	0.00
0126                          6601.15	34.00	115.500	3,927.00
38 mm CONDUIT IN BRIDGE	m	115.500	3,927.00
		115.500	3,927.00
		0.000	0.00
0127                          6951.12	2.70	3,030.000	8,181.00
SHEAR CONNECTORS	EACH	3,030.000	8,181.00
		3,030.000	8,181.00
		0.000	0.00
0128                          8091.00	48.60	305.000	14,823.00
GRANULAR BACKFILL	m3	305.000	14,823.00
		305.000	14,823.00
		0.000	0.00
4003                          6210.34	45.66	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	42.770	1,952.88
		27.400	1,251.09
		0.000	0.00
4004                          6210.34	45.66	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	70.840	3,234.55
		70.840	3,234.55
		0.000	0.00
4005                          6210.32	40.02	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	29.890	1,196.20
		32.390	1,296.25
		0.000	0.00
4017                          7312.00	12,547.50	0.000	0.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	12,547.50
STA. 123+61 LT.		1.000	12,547.50
		0.000	0.00
4019                          A010.08	1,155.00	0.000	0.00
LUMINAIRE, TYPE HPS-150	EACH	1.000	1,155.00
STA. 123+61 LT.		1.000	1,155.00
		0.000	0.00
4024                          7320.05	650.00	0.000	0.00
INSTALL OVERHEAD SIGN	EACH	1.000	650.00
station 123+61 Lt.		1.000	650.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 508+29.77		Contracted	877,381.96
		Current	898,118.09
		In place	887,397.43
		This Estimate	0.00
GROUP 1 GRADING
0011                          0030.10	263.34	1.000	263.34
MOBILIZATION	LS	1.000	263.34
		0.550	144.84
		0.000	0.00
0016                          1101.25	8.20	46.000	377.20
SAWING PAVEMENT	m	46.000	377.20
		39.400	323.08
		0.000	0.00
0018                          1109.20	17.50	3.300	57.75
REMOVE CONCRETE BARRIER	m	3.300	57.75
		0.000	0.00
		0.000	0.00
0020                          3275.20	6.20	119.000	737.80
CRUSH CONCRETE PAVEMENT	m2	119.000	737.80
		90.480	560.98
		0.000	0.00
GROUP 1 GRADING		Contracted	1,436.09
		Current	1,436.09
		In place	1,028.90
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0035                          0030.30	264.80	1.000	264.80
MOBILIZATION	LS	1.000	264.80
		1.000	264.80
		0.000	0.00
0039                          3008.05	4.60	37.000	170.20
TIE BARS	EACH	37.000	170.20
		23.000	105.80
		0.000	0.00
0041                          3027.00	2,220.00	2.000	4,440.00
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	2.000	4,440.00
		2.000	4,440.00
		0.000	0.00
0044                          3075.91	41.60	113.000	4,700.80
355 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	113.000	4,700.80
		84.720	3,524.35
		0.000	0.00
0048                          4764.35	25.10	14.900	373.99
100 mm PERFORATED PIPE UNDERDRAIN	m	14.900	373.99
		14.900	373.99
		0.000	0.00
0050                          8029.12	8.70	113.000	983.10
AGGREGATE FOUNDATION COURSE-D 150 mm	m2	113.000	983.10
		84.720	737.06
		0.000	0.00
0052                          9111.00	4.40	2.000	8.80
WATER	kL	2.000	8.80
		0.000	0.00
		0.000	0.00
0054                          9173.20	1.60	113.000	180.80
SUBGRADE PREPARATION	m2	113.000	180.80
		84.720	135.55
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	11,122.49
		Current	11,122.49
		In place	9,581.55
		This Estimate	0.00
GROUP 4 CULVERTS
0061                          0030.40	136.36	1.000	136.36
MOBILIZATION	LS	1.000	136.36
		1.000	136.36
		0.000	0.00
0066                          4043.50	33.70	12.000	404.40
REMOVE SEWER PIPE	m	12.000	404.40
		12.000	404.40
		0.000	0.00
0067                          4043.60	61.30	12.000	735.60
RELAYING SEWER PIPE	m	12.000	735.60
		12.000	735.60
		0.000	0.00
0071                          4107.07	1,020.00	0.640	652.80
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.640	652.80
		0.640	652.80
		0.000	0.00
0075                          4157.00	1.30	34.000	44.20
REINFORCING STEEL FOR COLLARS	kg	34.000	44.20
		34.000	44.20
		0.000	0.00
GROUP 4 CULVERTS		Contracted	1,973.36
		Current	1,973.36
		In place	1,973.36
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 602+49.196
0129                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		0.000	0.00
		0.000	0.00
0130                          0030.60	30,000.00	1.000	30,000.00
MOBILIZATION	LS	1.000	30,000.00
		1.000	30,000.00
		0.000	0.00
0131                          3050.15	220.00	136.500	30,030.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	136.500	30,030.00
		136.500	30,030.00
		0.000	0.00
0132                          3051.10	1.40	8,624.000	12,073.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,624.000	12,073.60
		8,624.000	12,073.60
		0.000	0.00
0133                          6000.10	2,170.00	1.000	2,170.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,170.00
		1.000	2,170.00
		0.000	0.00
0134                          6000.11	2,210.00	1.000	2,210.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,210.00
		1.000	2,210.00
		0.000	0.00
0135                          6000.20	2,310.00	1.000	2,310.00
PIER NO.1 EXCAVATION	LS	1.000	2,310.00
		1.000	2,310.00
		0.000	0.00
0136                          6005.35	130.00	25.900	3,367.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	25.900	3,367.00
		25.900	3,367.00
		0.000	0.00
0137                          6005.83	1,540.00	5.000	7,700.00
FIXED BEARING	EACH	5.000	7,700.00
		5.000	7,700.00
		0.000	0.00
0138                          6010.22	362.50	184.800	66,990.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	184.800	66,990.00
		184.800	66,990.01
		0.000	0.00
0139                          6010.26	377.40	254.000	95,859.60
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	254.000	95,859.60
		254.000	95,859.60
		0.000	0.00
0140                          6071.11	350,000.00	1.000	350,000.00
STEEL SUPERSTRUCTURE	LS	1.000	350,000.00
AT STA. 602+49.196		1.000	350,000.00
		0.000	0.00
0141                          6080.00	5.80	320.000	1,856.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	320.000	1,856.00
		320.000	1,856.00
		0.000	0.00
0142                          6107.00	42.90	448.000	19,219.20
CONCRETE SLOPE PROTECTION	m2	448.000	19,219.20
		448.000	19,219.20
		0.000	0.00
0143                          6131.50	1.30	39,260.000	51,038.00
EPOXY COATED REINFORCING STEEL	kg	39,260.000	51,038.00
		39,260.000	51,038.00
		0.000	0.00
0144                          6139.50	25.10	86.000	2,158.60
SUBSURFACE DRAINAGE MATTING	m2	86.000	2,158.60
		86.000	2,158.60
		0.000	0.00
0145                          6210.12	66.70	263.600	17,582.12
HP 250 mm X 62 kg STEEL PILING	m	263.600	17,582.12
		247.890	16,534.26
		0.000	0.00
0146                          6210.14	76.70	547.500	41,993.25
HP 310 mm X 79 kg STEEL PILING	m	547.500	41,993.25
		494.577	37,934.05
		0.000	0.00
0147                          6601.15	34.00	105.600	3,590.40
38 mm CONDUIT IN BRIDGE	m	105.600	3,590.40
		105.600	3,590.40
		0.000	0.00
0148                          6951.12	2.70	2,745.000	7,411.50
SHEAR CONNECTORS	EACH	2,745.000	7,411.50
		2,745.000	7,411.50
		0.000	0.00
0149                          8091.00	49.00	275.000	13,475.00
GRANULAR BACKFILL	m3	275.000	13,475.00
		275.000	13,475.00
		0.000	0.00
4001                          6210.34	45.66	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	10.190	465.28
		55.060	2,514.04
		0.000	0.00
4010                          6210.44	153.40	0.000	0.00
HP 310 mm X 79 kg, PILE SPLICES	EACH	20.000	3,068.00
		5.000	767.00
		0.000	0.00
4011                          6005.39	386.00	0.000	0.00
SHIM PLATE	EACH	5.000	1,930.00
Furnish and Install Shim Plate		5.000	1,930.00
		0.000	0.00
4018                          7312.00	13,230.00	0.000	0.00
OVERHEAD SIGN SUPPORT, LOCATION NO.	EACH	1.000	13,230.00
STA.118+51 RT.		1.000	13,230.00
		0.000	0.00
4020                          A010.08	1,155.00	0.000	0.00
LUMINAIRE, TYPE HPS-150	EACH	1.000	1,155.00
STA. 118+51 RT.		1.000	1,155.00
		0.000	0.00
4022                          6210.32	40.20	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	20.000	804.00
		15.710	631.54
		0.000	0.00
4023                          7320.05	650.00	0.000	0.00
INSTALL OVERHEAD SIGN	EACH	1.000	650.00
station 118+51 Rt.		1.000	650.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 602+49.196		Contracted	761,434.27
		Current	782,736.55
		In place	776,804.80
		This Estimate	0.00
Totals for contract		Contracted	5,026,696.99
		Current	5,094,828.59
		In place	5,196,524.57
		This Estimate	7,955.56