Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:	2836X
Estimate Number:	0040
Pay Period End Date:	05.25.2002

Contract Location:
WEST DODGE BRIDGE OVER DIRECTIONAL RAMPS	Estimate Type:	PROG

Contractor:
VRANA & SON CONSTRUCTION CO./CHAS.	Date Let:	06.29.2000
4816 F ST	Date Awarded:	07.18.2000
	Date Contract Executed:	07.24.2000
	Date Notice to Proceed:	07.24.2000
OMAHA NE 68117-1481	Date Work Began:	07.31.2000
Phone:	Date Physical Work Completed:
(402)733-5200	Date Accepted:
Escrow Agent:

Surety Co:
CONTINENTAL INSURANCE COMPANY

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
21836 000		0.000			EACNH-680-9(792)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,515,875.41	$2,512,570.07	$3,305.34
$2,527,208.42	Stockpiled Materials	$6.67	$1,200.00	$-1,193.33
Original Contract Amt	Gross Earnings	$2,515,882.08	$2,513,770.07	$2,112.01
$2,494,684.68	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.55%	Net Earnings	$2,490,882.08	$2,488,770.07	$2,112.01
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$761.11	$761.11	$.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	$761.11	$761.11	$.00
	Payment	$2,491,643.19	$2,489,531.18	$2,112.01
Project Manager			Div. Head/Dist. Eng.
Baehr, Dennis	05.29.2002		Lech, Marvin (Marv)	05.29.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.30.2002
Controller Div. Processed
Burling, Laurie	05.30.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	4,676.46	1213
		Epoxy Coated Re-steel for Pvmt Approach
		S.P. Adjustment	-648.48	1213
		Epoxy Coated Re-steel for Pvmt Approach
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,591.92	1213
		Epoxy Coated Resteel
		S.P. Adjustment	-1,266.85	1213
		Epoxy Coated Resteel
		Total for estimate 0006:	5,353.05
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-1,592.77	1213
		Epoxy Coated Re-steel for Pvmt Approach
0073	6005.83	FIXED BEARING
		S.P. Initial Payment	7,836.00	E18600
		Fixed Bearing
		S.P. Adjustment	-2,448.75	E18600
		Fixed Bearing
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-942.03	1213
		Epoxy Coated Resteel
		S.P. Initial Payment	13,302.48	1382
		Epoxy Coated Resteel
		Total for estimate 0007:	16,154.93
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-2,433.59	1213
		Epoxy Coated Re-steel for Pvmt Approach
		Total for estimate 0008:	-2,433.59
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0078	6100.00	FLOOR DRAINS
		S.P. Initial Payment	1,350.00	22964
		Floor Drains
		S.P. Adjustment	-450.00	22964
		Floor Drains
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-382.14	1213
		Epoxy Coated Resteel
		S.P. Adjustment	-12,031.04	1382
		Epoxy Coated Resteel
0083	6415.00	DRAINAGE SYSTEM
		S.P. Initial Payment	3,800.00	22964
		Drainage System
		Total for estimate 0009:	-7,713.18
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-680.56	1382
		Epoxy Coated Resteel
		Total for estimate 0015:	-680.56
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	5,790.84	1774
		Epoxy resteel for approach
0062	4152.20	EPOXY COATED REINFORCING STEEL FOR RETAINING WALL
		S.P. Initial Payment	214.88	1774
		Epoxy resteel for retaining wall
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,733.82	1774
		Epoxy resteel
		Total for estimate 0019:	8,739.54
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-586.73	1382
		Epoxy Coated Resteel
		S.P. Adjustment	-2,733.82	1774
		Epoxy resteel
		S.P. Initial Payment	3,855.15	1744
		Epoxy Coated Resteel
		S.P. Adjustment	-3,360.51	1744
		Epoxy Coated Resteel
0082	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	14,984.88	2-122-C
		HP 250mmX62kg STEEL PILING
		S.P. Adjustment	-8,861.18	2-122-C
		HP 250mmX62kg STEEL PILING
		Total for estimate 0020:	3,297.79
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-494.64	1744
		Epoxy Coated Resteel
		Total for estimate 0021:	-494.64
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	648.70	1774
		Epoxy resteel for approach
0082	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-5,187.80	2-122-C
		HP 250mmX62kg STEEL PILING
		Total for estimate 0022:	-4,539.10
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-4,130.85	1774
		Epoxy resteel for approach
		Total for estimate 0024:	-4,130.85
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-2,059.63	1774
		Epoxy resteel for approach
0073	6005.83	FIXED BEARING
		S.P. Adjustment	-2,448.75	E18600
		Fixed Bearing
		Total for estimate 0025:	-4,508.38
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0082	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-935.90	2-122-C
		HP 250mmX62kg STEEL PILING
		Total for estimate 0026:	-935.90
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	4,601.16	2134
		Epoxy Coated Resteel
		Total for estimate 0027:	4,601.16
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	3,677.92	2103
		Epoxy Coated Re-steel for Pvmt Approach
0062	4152.20	EPOXY COATED REINFORCING STEEL FOR RETAINING WALL
		S.P. Initial Payment	156.96	2103
		Epoxy resteel for retaining wall
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	3,937.98	2103
		Epoxy Coated Resteel
		S.P. Initial Payment	11,809.30	2141
		Epoxy Coated Resteel
		Total for estimate 0028:	19,582.16
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	3,251.62	2103
		Epoxy Coated Re-steel for Pvmt Approach
0062	4152.20	EPOXY COATED REINFORCING STEEL FOR RETAINING WALL
		S.P. Initial Payment	114.10	2103
		Epoxy resteel for retaining wall
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,966.66	2134
		Epoxy Coated Resteel
		S.P. Adjustment	-2,966.66	2103
		Epoxy Coated Resteel
		S.P. Initial Payment	2,860.66	2103
		Epoxy Coated Resteel
		Total for estimate 0029:	293.06
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,634.50	2134
		Epoxy Coated Resteel
		S.P. Adjustment	-971.32	2103
		Epoxy Coated Resteel
		S.P. Adjustment	-834.05	2141
		Epoxy Coated Resteel
		Total for estimate 0030:	-3,439.87
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-757.59	2141
		Epoxy Coated Resteel
		Total for estimate 0031:	-757.59
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-663.18	2141
		Epoxy Coated Resteel
		Total for estimate 0032:	-663.18
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	6005.83	FIXED BEARING
		S.P. Adjustment	-2,938.50	E18600
		Fixed Bearing
		Total for estimate 0033:	-2,938.50
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0062	4152.20	EPOXY COATED REINFORCING STEEL FOR RETAINING WALL
		S.P. Adjustment	-161.25	1774
		Epoxy resteel for retaining wall
0080	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-9,554.48	2141
		Epoxy Coated Resteel
		S.P. Adjustment	-2,860.66	2103
		Epoxy Coated Resteel
		Total for estimate 0034:	-12,576.39
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-3,677.92	2103
		Epoxy Coated Re-steel for Pvmt Approach
		S.P. Adjustment	-918.61	2103
		Epoxy Coated Re-steel for Pvmt Approach
		S.P. Adjustment	-249.06	1774
		Epoxy resteel for approach
0062	4152.20	EPOXY COATED REINFORCING STEEL FOR RETAINING WALL
		S.P. Adjustment	-53.63	1774
		Epoxy resteel for retaining wall
		S.P. Adjustment	-80.16	2103
		Epoxy resteel for retaining wall
		Total for estimate 0035:	-4,979.38
Est Nbr:	0036
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-569.84	2103
		Epoxy Coated Re-steel for Pvmt Approach
		Total for estimate 0036:	-569.84
Est Nbr:	0037
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-569.84	2103
		Epoxy Coated Re-steel for Pvmt Approach
0078	6100.00	FLOOR DRAINS
		S.P. Adjustment	-900.00	22964
		Floor Drains
		Total for estimate 0037:	-1,469.84
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0062	4152.20	EPOXY COATED REINFORCING STEEL FOR RETAINING WALL
		S.P. Adjustment	-76.80	2103
		Epoxy resteel for retaining wall
		S.P. Adjustment	-114.10	2103
		Epoxy resteel for retaining wall
		Total for estimate 0038:	-190.90
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0083	6415.00	DRAINAGE SYSTEM
		S.P. Adjustment	-3,800.00	22964
		Drainage System
		Total for estimate 0039:	-3,800.00
Est Nbr:	0040
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0051	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Closure	-1,193.33	2103
		Epoxy Coated Re-steel for Pvmt Approach
		Total for estimate 0040:	-1,193.33
		Total remaining for contract:	6.67

			1. Contracted
			2. Current
			3. To date
Item Nbr Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6 BRIDGE AT STA. 107+53.65
0001 A020.36	6,000.00	1.000	6,000.00
LIGHTING CONTROL CENTER, TYPE R-2	EACH	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00

0002 A074.12	36.00	17.000	612.00
38 mm CONDUIT, JACKED	m	17.000	612.00
		17.000	612.00
		0.000	0.00

0003 A082.30	5.00	540.000	2,700.00
DIRECT BURIAL CABLE, NO. 6 AWG	m	540.000	2,700.00
		471.000	2,355.00
		0.000	0.00

0004 A630.04	3,000.00	2.000	6,000.00
REMOVE HIGH MAST LIGHTING UNIT	EACH	2.000	6,000.00
		2.000	6,000.00
		0.000	0.00

0005 A630.16	2,600.00	1.000	2,600.00
REMOVE TOWER FOUNDATION	EACH	1.000	2,600.00
		1.000	2,600.00
		0.000	0.00

0006 A800.70	4.50	978.000	4,401.00
MAINTENANCE OF LIGHTING UNITS	DAY	978.000	4,401.00
		663.000	2,983.50
		14.000	63.00

0007 A800.90	25,000.00	1.000	25,000.00
TEMPORARY FLOODLIGHTING SYSTEM	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00

0008 A800.95	4.30	978.000	4,205.40
MAINTENANCE OF TEMPORARY FLOODLIGHTING SYSTEM	DAY	978.000	4,205.40
		649.000	2,790.70
		14.000	60.20

0009 L006.50	1,000.00	3.830	3,830.00
TEMPORARY SEEDING	ha	3.830	3,830.00
		3.310	3,310.00
		1.610	1,610.00

0010 L020.01	5.80	877.000	5,086.60
EROSION CONTROL, TYPE A	m2	877.000	5,086.60
		771.500	4,474.70
		0.000	0.00

0011 L020.08	5.90	1,874.000	11,056.60
EROSION CONTROL, TYPE AA	m2	1,874.000	11,056.60
		2,738.350	16,156.27
		0.000	0.00

0012 L020.09	10.00	93.000	930.00
EROSION CONTROL, TYPE AAA	m2	93.000	930.00
		0.000	0.00
		0.000	0.00

0013 L020.10	1.75	6,780.000	11,865.00
EROSION CONTROL, TYPE HV	m2	6,780.000	11,865.00
		3,591.000	6,284.26
		366.400	641.20

0014 L022.11	8.80	12.000	105.60
FABRIC SILT FENCE-LOW POROSITY	m	12.000	105.60
		175.490	1,544.31
		0.000	0.00

0015 L022.12	10.00	107.000	1,070.00
FABRIC SILT FENCE-HIGH POROSITY	m	107.000	1,070.00
		159.000	1,590.00
		0.000	0.00

0016 L022.16	13.00	34.500	448.50
FABRIC SILT FENCE-HIGH POROSITY, TYPE ST	m	34.500	448.50
		49.200	639.60
		0.000	0.00

0017 L022.24	14.00	14.500	203.00
FABRIC SILT FENCE-WP-WW-HIGH POROSITY	m	14.500	203.00
		0.000	0.00
		0.000	0.00

0018 L022.75	24.00	78.800	1,891.20
TEMPORARY SILT CHECK	m	78.800	1,891.20
		51.700	1,240.80
		0.000	0.00

0019 L032.75	60.00	9.000	540.00
MULCH	Mg	9.000	540.00
		9.280	556.80
		7.300	438.00

0020 P080.18	242.00	30.000	7,260.00
450 mm SLOTTED CULVERT PIPE, TYPE 3	m	30.000	7,260.00
		30.000	7,260.00
		0.000	0.00

0021 P130.18	75.00	93.900	7,042.50
450 mm CULVERT PIPE, TYPE 3	m	93.900	7,042.50
		93.900	7,042.50
		0.000	0.00

0022 P200.42	244.00	68.200	16,640.80
1050 mm CULVERT PIPE, TYPE 2 OR 5	m	68.200	16,640.80
		68.200	16,640.80
		0.000	0.00

0023 P400.24	123.00	80.200	9,864.60
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	80.200	9,864.60
		80.200	9,864.60
		0.000	0.00

0024 P400.36	229.00	48.100	11,014.90
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	48.100	11,014.90
		49.600	11,358.40
		0.000	0.00

0025 P700.18	86.00	43.500	3,741.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	43.500	3,741.00
		43.500	3,741.00
		0.000	0.00

0026 P702.54	303.00	251.100	76,083.30
1350 mm STORM SEWER PIPE, TYPE 1	m	251.100	76,083.30
		251.100	76,083.30
		0.000	0.00

0027 0001.08	0.50	39,120.000	19,560.00
BARRICADE, TYPE II	BDAY	39,120.000	19,560.00
		25,227.000	12,613.50
		322.000	161.00

0028 0001.10	1.65	3,912.000	6,454.80
BARRICADE, TYPE III	BDAY	3,912.000	6,454.80
		8,414.000	13,883.10
		42.000	69.30

0029 0001.90	0.40	19,560.000	7,824.00
SIGN DAY	EACH	19,560.000	7,824.00
		21,481.000	8,592.40
		413.000	165.20

0030 0002.30	0.75	4,000.000	3,000.00
PAVEMENT MARKING REMOVAL	m	4,000.000	3,000.00
		3,661.000	2,745.75
		0.000	0.00

0031 0002.44	0.25	20,000.000	5,000.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	20,000.000	5,000.00
		10,940.000	2,735.00
		0.000	0.00

0032 0002.47	1.00	5,000.000	5,000.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	5,000.000	5,000.00
		6,626.000	6,626.00
		0.000	0.00

0033 0002.48	1.05	1,500.000	1,575.00
TEMPORARY RAISED PAVEMENT MARKER	EACH	1,500.000	1,575.00
		361.000	379.05
		0.000	0.00

0034 0002.61	42.00	100.000	4,200.00
PLOWABLE PAVEMENT MARKER	EACH	100.000	4,200.00
		28.000	1,176.00
		0.000	0.00

0035 0002.97	10.50	978.000	10,269.00
FLASHING ARROW PANEL	DAY	978.000	10,269.00
		39.000	409.50
		0.000	0.00

0036 0003.10	234.00	100.000	23,400.00
FLAGGING	DAY	100.000	23,400.00
		15.000	3,510.00
		0.000	0.00

0037 0003.51	34.00	920.000	31,280.00
INSTALL CONCRETE PROTECTION BARRIER	m	920.000	31,280.00
		825.000	28,050.00
		0.000	0.00

0038 0003.53	19.00	425.000	8,075.00
TEMPORARY GLARE SCREEN	m	425.000	8,075.00
		351.000	6,669.00
		0.000	0.00

0039 0003.58	2,500.00	4.000	10,000.00
INERTIAL BARRIER SYSTEM	EACH	4.000	10,000.00
		3.000	7,500.00
		0.000	0.00

0040 0003.64	500.00	5.000	2,500.00
REPLACEMENT MODULE	EACH	5.000	2,500.00
		5.000	2,500.00
		0.000	0.00

0041 0010.04	3,560.00	1.000	3,560.00
FIELD OFFICE	EACH	1.000	3,560.00
		1.000	3,560.00
		0.000	0.00

0042 0020.00	0.80	2,000.000	1,600.00
TRAINING	HOUR	2,000.000	1,600.00
		172.500	138.00
		0.000	0.00

0043 0030.60	54,200.00	1.000	54,200.00
MOBILIZATION	LS	1.000	54,200.00
		1.000	54,200.00
		0.000	0.00

0044 1009.00	14,000.00	1.000	14,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	14,000.00
		1.000	14,000.00
		0.000	0.00

0045 1011.00	0.30	726.000	217.80
WATER	kL	726.000	217.80
		0.000	0.00
		0.000	0.00

0046 1030.00	2.80	36,319.000	101,693.20
EARTHWORK MEASURED IN EMBANKMENT	m3	36,319.000	101,693.20
		36,319.000	101,693.20
		0.000	0.00

0047 1101.00	5.00	2,827.000	14,135.00
REMOVE PAVEMENT	m2	2,827.000	14,135.00
		2,734.970	13,674.85
		0.000	0.00

0048 1102.00	4.00	6,001.000	24,004.00
REMOVE ASPHALT SURFACE	m2	6,001.000	24,004.00
		6,805.840	27,223.36
		0.000	0.00

0049 1119.00	390.00	1.000	390.00
REMOVE INLET	EACH	1.000	390.00
		1.000	390.00
		0.000	0.00

0050 3050.15	226.00	513.800	116,118.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	513.800	116,118.80
		513.500	116,051.00
		0.000	0.00

0051 3051.10	1.30	30,130.000	39,169.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	30,130.000	39,169.00
		30,130.000	39,169.01
		0.000	0.00

0052 4005.00	2.40	468.000	1,123.20
CAST IRON RING AND COVER	kg	468.000	1,123.20
		468.000	1,123.20
		0.000	0.00

0053 4016.00	3,040.00	1.000	3,040.00
MANHOLE	EACH	1.000	3,040.00
AT STA. 603+38.89 RT.		1.000	3,040.00
		0.000	0.00

0054 4016.01	2,830.00	1.000	2,830.00
MANHOLE	EACH	1.000	2,830.00
AT STA. 604+25 RT.		1.000	2,830.00
		0.000	0.00

0055 4016.02	3,000.00	1.000	3,000.00
MANHOLE	EACH	1.000	3,000.00
AT STA. 605+10.37 RT.		1.000	3,000.00
		0.000	0.00

0056 4040.00	294.80	1.000	294.80
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	294.80
		1.000	294.80
		0.000	0.00

0057 4043.50	36.60	31.100	1,138.26
REMOVE SEWER PIPE	m	31.100	1,138.26
		31.100	1,138.26
		0.000	0.00

0058 4050.01	11.20	859.000	9,620.80
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	859.000	9,620.80
		858.780	9,618.34
		0.000	0.00

0059 4102.03	430.00	32.100	13,803.00
CLASS 47B-20 CONCRETE FOR RETAINING WALL	m3	32.100	13,803.00
		32.100	13,803.00
		0.000	0.00

0060 4107.07	560.00	0.770	431.20
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.770	431.20
		0.770	431.20
		0.000	0.00

0061 4130.06	3,140.00	0.070	219.80
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.070	219.80
		0.070	219.80
		0.000	0.00

0062 4152.20	1.50	1,395.000	2,092.50
EPOXY COATED REINFORCING STEEL FOR RETAINING WALL	kg	1,395.000	2,092.50
		1,395.000	2,092.51
		0.000	0.00

0063 4157.00	2.30	26.000	59.80
REINFORCING STEEL FOR COLLARS	kg	26.000	59.80
		26.000	59.80
		0.000	0.00

0064 4310.18	340.00	2.000	680.00
450 mm FLARED-END SECTION	EACH	2.000	680.00
		2.000	680.00
		0.000	0.00

0065 4310.24	390.00	2.000	780.00
600 mm FLARED-END SECTION	EACH	2.000	780.00
		2.000	780.00
		0.000	0.00

0066 4310.36	530.00	1.000	530.00
900 mm FLARED-END SECTION	EACH	1.000	530.00
		1.000	530.00
		0.000	0.00

0067 4310.42	650.00	2.000	1,300.00
1050 mm FLARED-END SECTION	EACH	2.000	1,300.00
		2.000	1,300.00
		0.000	0.00

0068 4310.54	980.00	1.000	980.00
1350 mm FLARED-END SECTION	EACH	1.000	980.00
		1.000	980.00
		0.000	0.00

0069 6000.10	2,800.00	1.000	2,800.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,800.00
		1.000	2,800.00
		0.000	0.00

0070 6000.11	2,800.00	1.000	2,800.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,800.00
		1.000	2,800.00
		0.000	0.00

0071 6000.20	3,540.00	1.000	3,540.00
PIER NO.1 EXCAVATION	LS	1.000	3,540.00
		1.000	3,540.00
		0.000	0.00

0072 6005.35	128.00	102.500	13,120.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	102.500	13,120.00
		64.000	8,192.00
		0.000	0.00

0073 6005.83	680.00	16.000	10,880.00
FIXED BEARING	EACH	16.000	10,880.00
		16.000	10,880.00
		0.000	0.00

0074 6010.22	319.00	531.400	169,516.60
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	531.400	169,516.60
		531.400	169,516.60
		0.000	0.00

0075 6010.26	352.00	704.600	248,019.20
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	41.620	14,650.24
		41.620	14,650.24
		0.000	0.00

0076 6071.11	640,500.00	1.000	640,500.00
STEEL SUPERSTRUCTURE	LS	1.000	640,500.00
AT STA. 107+53.65		1.000	640,500.00
		0.000	0.00

0077 6080.00	2.70	1,855.000	5,008.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,855.000	5,008.50
		1,855.000	5,008.51
		0.000	0.00

0078 6100.00	1,070.00	3.000	3,210.00
FLOOR DRAINS	EACH	3.000	3,210.00
		3.000	3,210.00
		0.000	0.00

0079 6107.00	48.40	1,426.000	69,018.40
CONCRETE SLOPE PROTECTION	m2	1,426.000	69,018.40
		1,426.000	69,018.40
		0.000	0.00

0080 6131.50	1.40	111,225.000	155,715.00
EPOXY COATED REINFORCING STEEL	kg	111,225.000	155,715.00
		111,225.000	155,715.00
		0.000	0.00

0081 6139.50	23.30	230.000	5,359.00
SUBSURFACE DRAINAGE MATTING	m2	230.000	5,359.00
		230.000	5,359.00
		0.000	0.00

0082 6210.12	20.90	1,928.000	40,295.20
HP 250 mm X 62 kg STEEL PILING	m	1,928.000	40,295.20
		2,019.635	42,210.37
		0.000	0.00

0083 6415.00	7,490.00	1.000	7,490.00
DRAINAGE SYSTEM	EACH	1.000	7,490.00
AT STA. 107+52.36		1.000	7,490.00
		0.000	0.00

0084 6601.15	45.00	82.420	3,708.90
38 mm CONDUIT IN BRIDGE	m	82.420	3,708.90
		82.420	3,708.90
		0.000	0.00

0085 7015.00	30.00	125.000	3,750.00
CABLE GUARDRAIL	m	125.000	3,750.00
		155.000	4,650.00
		0.000	0.00

0086 7017.00	22.20	164.100	3,643.02
REMOVE GUARDRAIL	m	164.100	3,643.02
		253.600	5,629.92
		0.000	0.00

0087 7023.00	1,800.00	2.000	3,600.00
TERMINAL ANCHORAGE SECTIONS	EACH	2.000	3,600.00
		2.000	3,600.00
		0.000	0.00

0088 7308.00	1,990.00	2.000	3,980.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	2.000	3,980.00
		2.000	3,980.00
		0.000	0.00

0089 7320.00	550.00	2.000	1,100.00
INSTALL SIGN	EACH	2.000	1,100.00
		2.000	1,100.00
		0.000	0.00

0090 8091.00	46.70	495.000	23,116.50
GRANULAR BACKFILL	m3	495.000	23,116.50
		495.000	23,116.50
		0.000	0.00

0091 9006.11	35.00	6,510.000	227,850.00
ASPHALTIC CONCRETE, TYPE 11	Mg	6,510.000	227,850.00
		7,110.650	248,872.75
		0.000	0.00

0092 9021.01	210.00	351.540	73,823.40
PERFORMANCE GRADED BINDER (64-22)	Mg	351.540	73,823.40
		330.990	69,507.90
		0.000	0.00

0093 9110.01	128.00	10.000	1,280.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	1,280.00
		23.600	3,020.80
		0.000	0.00

0094 9110.03	89.00	10.000	890.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	890.00
		39.000	3,471.00
		0.000	0.00

0095 9110.07	133.00	10.000	1,330.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	1,330.00
		7.650	1,017.45
		0.000	0.00

4001 0001.30	1.74	0.000	0.00
TYPE "B" HIGH INTENSITY WARNING LIGHT	LDAY	2,000.000	3,480.00
CO#1 SA#1		3,316.000	5,769.84
		56.000	97.44

4002 6210.42	12.54	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

4003 6210.42	41.80	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	40.000	1,672.00
		38.000	1,588.40
		0.000	0.00

4004 6210.32	12.54	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	30.000	376.20
		127.586	1,599.92
		0.000	0.00

4005 6510.60	12,402.00	0.000	0.00
BRIDGE SHORING	LS	1.000	12,402.00
		0.500	6,201.00
		0.000	0.00

4006 A110.02	14,593.54	0.000	0.00
REPAIR	LS	1.000	14,593.54
		1.000	14,593.54
		0.000	0.00

4007 6010.30	352.00	0.000	0.00
CLASS 47B-30 CONCRETE FOR BRIDGE TYPE IP	m3	662.980	233,368.96
		704.600	248,019.20
		0.000	0.00

GROUP 6 BRIDGE AT STA. 107+53.65		Contracted	2,494,684.68
		Current	2,527,208.42
		In place	2,515,875.41
		This Estimate	3,305.34

Totals for contract		Contracted	2,494,684.68
		Current	2,527,208.42
		In place	2,515,875.41
		This Estimate	3,305.34