Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:	27201
Estimate Number:	0002
Pay Period End Date:	01.11.2003

Contract Location:
IN GRETNA	Estimate Type:	PROG
Contractor:
VRANA & SON CONSTRUCTION CO./CHAS.	Date Let:	10.10.2002
4816 F ST	Date Awarded:	10.24.2002
	Date Contract Executed:	11.08.2002
	Date Notice to Proceed:	11.08.2002
OMAHA NE 68117-1481	Date Work Began:	12.02.2002
Phone:	Date Physical Work Completed:
(402)733-5200	Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21720 1001		0.000			BRO-TMT-7077(52)		GR CONC PAVE CULV BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$64,659.40	$64,319.20	$340.20
$764,280.93	Stockpiled Materials	$1,556.62	$1,556.62	$.00
Original Contract Amt	Gross Earnings	$66,216.02	$65,875.82	$340.20
$764,280.93	Retainage	$-646.59	$-643.19	$-3.40
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
8.46%	Net Earnings	$65,569.43	$65,232.63	$336.80
	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	$.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	$.00	$.00	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	$.00	$.00	$.00
	Payment	$65,569.43	$65,232.63	$336.80
Project Manager			Div. Head/Dist. Eng.
Weander, Marty	01.13.2003		Lech, Marvin (Marv)	01.13.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.14.2003
Controller Div. Processed
Burling, Laurie	01.14.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0055	4003.00	CAST IRON COVER, FRAME, AND FLANGE
		S.P. Initial Payment	249.66	117008
0056	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	889.60	117008
0057	4005.00	CAST IRON RING AND COVER
		S.P. Initial Payment	243.36	117008
0059	4011.68	AREA INLET
		S.P. Initial Payment	174.00	117008
		Total for estimate 0001:	1,556.62
		Total remaining for contract:	1,556.62

			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	330.00	0.770	254.10
COVER CROP SEEDING	ha	0.770	254.10
		0.000	0.00
		0.000	0.00
0002                          L020.00	2.00	627.800	1,255.60
EROSION CONTROL	m2	627.800	1,255.60
		0.000	0.00
		0.000	0.00
0003                          L022.11	9.50	13.700	130.15
FABRIC SILT FENCE-LOW POROSITY	m	13.700	130.15
		0.000	0.00
		0.000	0.00
0004                          L022.12	8.00	423.800	3,390.40
FABRIC SILT FENCE-HIGH POROSITY	m	423.800	3,390.40
		120.000	960.00
		0.000	0.00
0005                          0030.10	11,400.00	1.000	11,400.00
MOBILIZATION	LS	1.000	11,400.00
		0.060	684.00
		0.000	0.00
0006                          1000.00	450.00	7.000	3,150.00
LARGE TREE REMOVAL	EACH	7.000	3,150.00
		6.000	2,700.00
		0.000	0.00
0007                          1009.00	13,000.00	1.000	13,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	13,000.00
		1.000	13,000.00
		0.000	0.00
0008                          1011.00	2.20	276.000	607.20
WATER	kL	276.000	607.20
		0.000	0.00
		0.000	0.00
0009                          1030.00	7.20	3,805.000	27,396.00
EARTHWORK MEASURED IN EMBANKMENT	m3	3,805.000	27,396.00
		0.000	0.00
		0.000	0.00
0010                          1041.00	0.60	7,700.000	4,620.00
SALVAGING AND PLACING TOPSOIL	m2	7,700.000	4,620.00
		0.000	0.00
		0.000	0.00
0011                          1101.00	5.00	1,195.800	5,979.00
REMOVE PAVEMENT	m2	1,195.800	5,979.00
		147.800	739.00
		0.000	0.00
0012                          1101.25	8.20	39.700	325.54
SAWING PAVEMENT	m	39.700	325.54
		0.000	0.00
		0.000	0.00
0013                          1102.00	4.50	879.100	3,955.95
REMOVE ASPHALT SURFACE	m2	879.100	3,955.95
		0.000	0.00
		0.000	0.00
0014                          1106.00	5.00	210.700	1,053.50
REMOVE DRIVEWAY	m2	210.700	1,053.50
		0.000	0.00
		0.000	0.00
0015                          1107.00	5.00	148.200	741.00
REMOVE WALK	m2	148.200	741.00
		0.000	0.00
		0.000	0.00
0016                          1116.00	25.00	3.000	75.00
REMOVE GUARD POST	EACH	3.000	75.00
		0.000	0.00
		0.000	0.00
0017                          1121.00	140.00	1.000	140.00
REMOVE CONCRETE FLUME	EACH	1.000	140.00
		0.000	0.00
		0.000	0.00
0018                          1136.01	3,000.00	1.000	3,000.00
REMOVE	EACH	1.000	3,000.00
FIRE HYDRANT		0.000	0.00
		0.000	0.00
0019                          4102.11	520.00	35.660	18,543.20
CLASS 47B-20 OR AX-20 CONCRETE FOR RETAINING WALL	m3	35.660	18,543.20
		0.000	0.00
		0.000	0.00
0020                          4152.00	1.25	2,150.000	2,687.50
REINFORCING STEEL FOR RETAINING WALL	kg	2,150.000	2,687.50
		0.000	0.00
		0.000	0.00
0021                          9110.01	110.00	10.000	1,100.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	1,100.00
		0.000	0.00
		0.000	0.00
0022                          9110.03	60.00	10.000	600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	600.00
		0.000	0.00
		0.000	0.00
0023                          9110.07	80.00	10.000	800.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	800.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	104,204.14
		Current	104,204.14
		In place	18,083.00
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0024                          L001.01	3,200.00	0.620	1,984.00
SEEDING, TYPE A	ha	0.620	1,984.00
		0.000	0.00
		0.000	0.00
0025                          L001.02	3,600.00	0.150	540.00
SEEDING, TYPE B	ha	0.150	540.00
		0.000	0.00
		0.000	0.00
0026                          L010.00	5.50	247.400	1,360.70
SODDING	m2	247.400	1,360.70
		0.000	0.00
		0.000	0.00
0027                          L032.75	100.00	2.800	280.00
MULCH	Mg	2.800	280.00
		0.000	0.00
		0.000	0.00
0028                          L032.80	500.00	0.400	200.00
HYDROMULCH	Mg	0.400	200.00
		0.000	0.00
		0.000	0.00
0029                          W600.03	120.00	1.000	120.00
ADJUST VALVE BOX TO GRADE	EACH	1.000	120.00
		0.000	0.00
		0.000	0.00
0030                          0002.76	0.75	1,172.000	879.00
PERMANENT PAVEMENT MARKING PAINT	m	1,172.000	879.00
		0.000	0.00
		0.000	0.00
0031                          0030.30	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0032                          2010.03	22.00	63.000	1,386.00
CRUSHED ROCK SURFACE COURSE	Mg	63.000	1,386.00
		0.000	0.00
		0.000	0.00
0033                          2021.00	95.00	1.000	95.00
MAILBOX POST	EACH	1.000	95.00
		0.000	0.00
		0.000	0.00
0034                          3008.05	3.90	19.000	74.10
TIE BARS	EACH	19.000	74.10
		0.000	0.00
		0.000	0.00
0035                          3014.10	51.00	92.300	4,707.30
COMBINATION CONCRETE CLASS 47B-20 CURB AND GUTTER	m	92.300	4,707.30
		0.000	0.00
		0.000	0.00
0036                          3016.21	27.10	348.500	9,444.35
CONCRETE CLASS 47B-20 SIDEWALKS	m2	348.500	9,444.35
		0.000	0.00
		0.000	0.00
0037                          3020.26	27.50	218.400	6,006.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	218.400	6,006.00
		0.000	0.00
		0.000	0.00
0038                          3020.30	29.30	77.000	2,256.10
CONCRETE CLASS 47B-25 DRIVEWAY	m2	77.000	2,256.10
175 mm		0.000	0.00
		0.000	0.00
0039                          3075.12	25.60	489.900	12,541.44
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	489.900	12,541.44
		0.000	0.00
		0.000	0.00
0040                          3075.42	29.90	728.500	21,782.15
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	728.500	21,782.15
		0.000	0.00
		0.000	0.00
0041                          4015.00	140.00	3.000	420.00
ADJUST MANHOLE TO GRADE	EACH	3.000	420.00
		0.000	0.00
		0.000	0.00
0042                          4024.59	540.00	1.000	540.00
CONCRETE FLUME	EACH	1.000	540.00
		0.000	0.00
		0.000	0.00
0043                          9005.35	40.00	420.000	16,800.00
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	420.000	16,800.00
		0.000	0.00
		0.000	0.00
0044                          9021.01	210.00	22.680	4,762.80
PERFORMANCE GRADED BINDER (64-22)	Mg	22.680	4,762.80
		0.000	0.00
		0.000	0.00
0045                          9053.00	1.00	540.000	540.00
TACK COAT	L	540.000	540.00
		0.000	0.00
		0.000	0.00
0046                          9111.00	1.70	839.000	1,426.30
WATER	kL	839.000	1,426.30
		0.000	0.00
		0.000	0.00
0047                          9170.00	1,300.00	1.967	2,557.10
EARTH SHOULDER CONSTRUCTION	StaM	1.967	2,557.10
		0.000	0.00
		0.000	0.00
0048                          9173.20	2.00	2,570.000	5,140.00
SUBGRADE PREPARATION	m2	2,570.000	5,140.00
		0.000	0.00
		0.000	0.00
0049                          9179.34	1.00	232.000	232.00
COLD MILLING, CLASS 4	m2	232.000	232.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	101,074.34
		Current	101,074.34
		In place	0.00
		This Estimate	0.00
GROUP 4 CULVERTS
0050                          W176.12	125.00	31.000	3,875.00
50 mm COPPER WATER SERVICE	m	31.000	3,875.00
		0.000	0.00
		0.000	0.00
0051                          W180.66	3,500.00	1.000	3,500.00
WATER METER PIT ASSEMBLY	EACH	1.000	3,500.00
		0.000	0.00
		0.000	0.00
0052                          W222.06	4,500.00	2.000	9,000.00
150 mm FIRE HYDRANT	EACH	2.000	9,000.00
		0.000	0.00
		0.000	0.00
0053                          0030.40	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0054                          1117.00	1,150.00	2.000	2,300.00
REMOVE MANHOLE	EACH	2.000	2,300.00
		0.000	0.00
		0.000	0.00
0055                          4003.00	3.20	114.000	364.80
CAST IRON COVER, FRAME, AND FLANGE	kg	114.000	364.80
		0.000	0.00
		0.000	0.00
0056                          4004.50	1.90	640.000	1,216.00
CAST IRON GRATE AND FRAME	kg	640.000	1,216.00
		0.000	0.00
		0.000	0.00
0057                          4005.00	2.50	156.000	390.00
CAST IRON RING AND COVER	kg	156.000	390.00
		0.000	0.00
		0.000	0.00
0058                          4011.66	1,710.00	1.000	1,710.00
AREA INLET	EACH	1.000	1,710.00
TYPE 1 AT STA. 2+00.3 - 20.7 m LT.		0.000	0.00
		0.000	0.00
0059                          4011.68	1,600.00	1.000	1,600.00
AREA INLET	EACH	1.000	1,600.00
TYPE II AT STA, 0+07.8 - 7.9 m LT.		0.000	0.00
		0.000	0.00
0060                          4016.00	1,490.00	1.000	1,490.00
MANHOLE	EACH	1.000	1,490.00
AT STA. 1+89.6 - 30.5 m LT.		0.000	0.00
		0.000	0.00
0061                          4020.14	97.00	40.400	3,918.80
CONCRETE DITCH LINING - 2.4 m	m	40.400	3,918.80
		0.000	0.00
		0.000	0.00
0062                          4040.00	300.00	1.000	300.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	300.00
		0.000	0.00
		0.000	0.00
0063                          4105.59	370.00	9.040	3,344.80
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	9.040	3,344.80
		0.000	0.00
		0.000	0.00
0064                          4155.50	2.10	401.000	842.10
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	401.000	842.10
		0.000	0.00
		0.000	0.00
0065                          4230.21	150.00	1.000	150.00
BAR GRATE FOR 525 mm CONCRETE FLARED-END SECTION	EACH	1.000	150.00
		0.000	0.00
		0.000	0.00
0066                          4460.21	290.00	1.000	290.00
525 mm CONCRETE FLARED-END SECTION	EACH	1.000	290.00
		0.000	0.00
		0.000	0.00
0067                          4600.15	72.10	38.600	2,783.06
375 mm REINFORCED CONCRETE SEWER PIPE	m	38.600	2,783.06
		0.000	0.00
		0.000	0.00
0068                          4600.18	86.90	66.000	5,735.40
450 mm REINFORCED CONCRETE SEWER PIPE	m	66.000	5,735.40
		0.000	0.00
		0.000	0.00
0069                          4600.21	103.50	8.100	838.35
525 mm REINFORCED CONCRETE SEWER PIPE	m	8.100	838.35
		0.000	0.00
		0.000	0.00
0070                          4766.06	170.00	12.700	2,159.00
150 mm DUCTILE IRON PIPE	m	12.700	2,159.00
		0.000	0.00
		0.000	0.00
0071                          6105.02	39.00	12.000	468.00
ROCK RIPRAP, TYPE B	Mg	12.000	468.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	51,275.31
		Current	51,275.31
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 1+49.964
0072                          0030.60	30,000.00	1.000	30,000.00
MOBILIZATION	LS	1.000	30,000.00
		0.040	1,200.00
		0.000	0.00
0073                          3050.15	245.50	121.300	29,779.15
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	121.300	29,779.15
		0.000	0.00
		0.000	0.00
0074                          3051.10	1.25	10,550.000	13,187.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,550.000	13,187.50
		0.000	0.00
		0.000	0.00
0075                          6000.10	1,030.00	1.000	1,030.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,030.00
		0.000	0.00
		0.000	0.00
0076                          6000.11	1,030.00	1.000	1,030.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,030.00
		0.000	0.00
		0.000	0.00
0077                          6000.20	2,770.00	1.000	2,770.00
PIER NO.1 EXCAVATION	LS	1.000	2,770.00
		0.000	0.00
		0.000	0.00
0078                          6000.21	1,410.00	1.000	1,410.00
PIER NO.2 EXCAVATION	LS	1.000	1,410.00
		0.000	0.00
		0.000	0.00
0079                          6005.83	580.00	8.000	4,640.00
FIXED BEARING	EACH	8.000	4,640.00
		0.000	0.00
		0.000	0.00
0080                          6010.22	345.30	146.100	50,448.33
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	146.100	50,448.33
		0.000	0.00
		0.000	0.00
0081                          6010.26	432.60	151.600	65,582.16
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	151.600	65,582.16
		0.000	0.00
		0.000	0.00
0082                          6040.00	44,720.00	1.000	44,720.00
REMOVE STRUCTURE	EACH	1.000	44,720.00
AT STA. 1+53.467		1.000	44,720.00
		0.000	0.00
0083                          6071.11	95,350.00	1.000	95,350.00
STEEL SUPERSTRUCTURE	LS	1.000	95,350.00
AT STA. 1+49.964		0.000	0.00
		0.000	0.00
0084                          6080.00	21.90	160.000	3,504.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	160.000	3,504.00
		0.000	0.00
		0.000	0.00
0085                          6107.00	51.10	670.000	34,237.00
CONCRETE SLOPE PROTECTION	m2	670.000	34,237.00
		0.000	0.00
		0.000	0.00
0086                          6131.50	1.30	29,970.000	38,961.00
EPOXY COATED REINFORCING STEEL	kg	29,970.000	38,961.00
		0.000	0.00
		0.000	0.00
0087                          6139.50	39.00	43.000	1,677.00
SUBSURFACE DRAINAGE MATTING	m2	43.000	1,677.00
		0.000	0.00
		0.000	0.00
0088                          6210.12	49.50	906.000	44,847.00
HP 250 mm X 62 kg STEEL PILING	m	906.000	44,847.00
		0.000	0.00
		0.000	0.00
0089                          6401.00	72.80	66.500	4,841.20
PEDESTRIAN BARRIER RAIL	m	66.500	4,841.20
		0.000	0.00
		0.000	0.00
0090                          6404.00	160.00	61.000	9,760.00
PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	61.000	9,760.00
		0.000	0.00
		0.000	0.00
0091                          6610.45	405.00	22.000	8,910.00
STRIP SEALS	m	22.000	8,910.00
		0.000	0.00
		0.000	0.00
0092                          8091.00	53.20	115.000	6,118.00
GRANULAR BACKFILL	m3	115.000	6,118.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 1+49.964		Contracted	492,802.34
		Current	492,802.34
		In place	45,920.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0093                          0030.70	100.00	1.000	100.00
MOBILIZATION	LS	1.000	100.00
		0.000	0.00
		0.000	0.00
0094                          7020.00	3,200.00	1.000	3,200.00
BRIDGE APPROACH SECTIONS	EACH	1.000	3,200.00
		0.000	0.00
		0.000	0.00
0095                          7021.45	1,050.00	1.000	1,050.00
BREAKAWAY CABLE TERMINAL	EACH	1.000	1,050.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	4,350.00
		Current	4,350.00
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0096                          0001.10	2.00	2,672.000	5,344.00
BARRICADE, TYPE III	BDAY	2,672.000	5,344.00
		324.000	648.00
		168.000	336.00
0097                          0001.90	0.30	1,336.000	400.80
SIGN DAY	EACH	1,336.000	400.80
		28.000	8.40
		14.000	4.20
0098                          0010.04	2,830.00	1.000	2,830.00
FIELD OFFICE	EACH	1.000	2,830.00
		0.000	0.00
		0.000	0.00
0099                          0030.00	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	10,574.80
		Current	10,574.80
		In place	656.40
		This Estimate	340.20
Totals for contract		Contracted	764,280.93
		Current	764,280.93
		In place	64,659.40
		This Estimate	340.20