Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4623X
Estimate Number:	0013
Pay Period End Date:	01.22.2003

Contract Location:
MILLIGAN SOUTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	04.18.2002
129 E 2ND ST	Date Awarded:	04.29.2002
PO BOX 1087	Date Contract Executed:	05.14.2002
	Date Notice to Proceed:	05.14.2002
HASTINGS NE 68902-1087	Date Work Began:	06.17.2002
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
FILLMORE

Project Number		PCT			Fed State Project Number		Description
41623 000		0.000			EACSTPE-2755(4)		GR CULV BIT
42105 000		0.000			EACSTPE-2755(6)		GR CULV BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,479,520.10	$1,479,520.10	$.00
$1,475,834.58	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,479,520.10	$1,479,520.10	$.00
$1,451,353.53	Retainage	$-14,795.20	$-14,795.20	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.25%	Net Earnings	$1,464,724.90	$1,464,724.90	$.00
	Liquidated Damages	-$3,072.00	-$7,168.00	$4,096.00
	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	$177.26	$177.26	$.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	-$2,894.74	-$6,990.74	$4,096.00
	Payment	$1,461,830.16	$1,457,734.16	$4,096.00
Project Manager			Div. Head/Dist. Eng.
Anderson, Tom	01.23.2003		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
		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                          L006.00	50.00	23.000	1,150.00
COVER CROP SEEDING	ACRE	23.000	1,150.00
		23.000	1,150.00
		0.000	0.00
0002                          0030.10	4,686.02	1.000	4,686.02
MOBILIZATION	LS	1.000	4,686.02
		1.000	4,686.02
		0.000	0.00
0003                          1000.00	200.00	1.000	200.00
LARGE TREE REMOVAL	EACH	19.000	3,800.00
		19.000	3,800.00
		0.000	0.00
0004                          1009.00	3,000.00	1.000	3,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,000.00
FOR PROJECT EACSTPE-2755(4)		1.000	3,000.00
		0.000	0.00
0006                          1010.01	1.07	68,057.000	72,820.99
EXCAVATION (ESTABLISHED QUANTITY)	CY	68,057.000	72,820.99
		68,057.000	72,820.99
		0.000	0.00
0007                          1011.00	10.00	651.000	6,510.00
WATER	MGAL	651.000	6,510.00
		347.200	3,472.00
		0.000	0.00
0008                          1101.25	2.50	27.000	67.50
SAWING PAVEMENT	LF	27.000	67.50
		54.000	135.00
		0.000	0.00
0009                          1102.00	2.50	105.000	262.50
REMOVE ASPHALT SURFACE	SY	105.000	262.50
		13.333	33.33
		0.000	0.00
0010                          1103.00	2.50	287.000	717.50
REMOVE BRICK SURFACE	SY	287.000	717.50
		287.000	717.50
		0.000	0.00
0011                          1108.00	3.40	208.000	707.20
REMOVE COMBINATION CURB AND GUTTER	LF	208.000	707.20
		208.000	707.20
		0.000	0.00
0012                          1300.18	12.00	32.000	384.00
18" DRIVEWAY CULVERT PIPE	LF	32.000	384.00
		32.000	384.00
		0.000	0.00
0013                          1300.24	14.00	182.000	2,548.00
24" DRIVEWAY CULVERT PIPE	LF	182.000	2,548.00
		150.000	2,100.00
		0.000	0.00
0014                          1300.30	18.75	40.000	750.00
30" DRIVEWAY CULVERT PIPE	LF	40.000	750.00
		40.000	750.00
		0.000	0.00
0015                          1305.18	12.69	108.000	1,370.52
18" ROUND EQUIVALENT DRIVEWAY CULVERT PIPE	LF	108.000	1,370.52
		108.000	1,370.52
		0.000	0.00
4008                          1010.42	3.21	0.000	0.00
REPLACEMENT OF UNSUITABLE MATERIAL	CY	120.000	385.20
Section 205.05 paragraph 10 A of Standard Specifications		1,037.000	3,328.77
		0.000	0.00
4009                          1101.00	4.41	0.000	0.00
REMOVING PAVEMENT	SY	287.000	1,265.67
Additional Concrete Pavement Removal @ 2161+50 Lt.		287.000	1,265.67
		0.000	0.00
GROUP 1 GRADING		Contracted	95,174.23
		Current	100,425.10
		In place	99,721.00
		This Estimate	0.00
GROUP 4 CULVERT
0017                          0030.40	3,671.55	1.000	3,671.55
MOBILIZATION	LS	1.000	3,671.55
		1.000	3,671.55
		0.000	0.00
0018                          4043.00	2.00	498.000	996.00
REMOVE CULVERT PIPE	LF	498.000	996.00
		473.000	946.00
		0.000	0.00
0019                          4045.00	1,500.00	1.000	1,500.00
REMOVE STRUCTURE	EACH	1.000	1,500.00
AT STA. 13+83		1.000	1,500.00
		0.000	0.00
0020                          4050.01	11.10	1,065.000	11,821.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	1,065.000	11,821.50
		1,106.000	12,276.60
		0.000	0.00
0021                          4051.01	18.00	990.000	17,820.00
EXCAVATION FOR BOX CULVERTS	CY	990.000	17,820.00
		1,039.000	18,702.00
		0.000	0.00
0022                          4101.06	249.00	206.540	51,428.46
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	206.540	51,428.46
		206.540	51,428.46
		0.000	0.00
0023                          4151.00	0.65	19,314.000	12,554.10
REINFORCING STEEL FOR BOX CULVERT	LB	19,314.000	12,554.10
		19,314.000	12,554.10
		0.000	0.00
0024                          4300.24	17.75	40.000	710.00
24" CULVERT PIPE	LF	40.000	710.00
		40.000	710.00
		0.000	0.00
0026                          4300.42	40.00	46.000	1,840.00
42" CULVERT PIPE	LF	46.000	1,840.00
		46.000	1,840.00
		0.000	0.00
0027                          4310.24	175.00	1.000	175.00
24" FLARED-END SECTION	EACH	1.000	175.00
		1.000	175.00
		0.000	0.00
0029                          4310.42	700.00	1.000	700.00
42" FLARED-END SECTION	EACH	1.000	700.00
		1.000	700.00
		0.000	0.00
0030                          4450.48	69.50	124.000	8,618.00
48" REINFORCED CONCRETE PIPE	LF	124.000	8,618.00
		124.000	8,618.00
		0.000	0.00
0031                          4450.60	106.00	170.000	18,020.00
60" REINFORCED CONCRETE PIPE	LF	170.000	18,020.00
		170.000	18,020.00
		0.000	0.00
0032                          4460.48	770.00	4.000	3,080.00
48" CONCRETE FLARED-END SECTION	EACH	4.000	3,080.00
		4.000	3,080.00
		0.000	0.00
0033                          4460.60	1,200.00	4.000	4,800.00
60" CONCRETE FLARED-END SECTION	EACH	4.000	4,800.00
		4.000	4,800.00
		0.000	0.00
0034                          4500.24	35.00	108.000	3,780.00
24" ROUND EQUIVALENT REINFORCED CONCRETE PIPE	LF	108.000	3,780.00
		108.000	3,780.00
		0.000	0.00
0035                          4500.30	47.50	132.000	6,270.00
30" ROUND EQUIVALENT REINFORCED CONCRETE PIPE	LF	132.000	6,270.00
		132.000	6,270.00
		0.000	0.00
0036                          4500.42	63.50	56.000	3,556.00
42" ROUND EQUIVALENT REINFORCED CONCRETE PIPE	LF	56.000	3,556.00
		56.000	3,556.00
		0.000	0.00
0037                          4510.24	400.00	4.000	1,600.00
24" ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	4.000	1,600.00
		4.000	1,600.00
		0.000	0.00
0038                          4510.30	475.00	4.000	1,900.00
30" ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	4.000	1,900.00
		4.000	1,900.00
		0.000	0.00
0039                          4510.42	860.00	2.000	1,720.00
42" ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	2.000	1,720.00
		2.000	1,720.00
		0.000	0.00
4007                          4051.12	24.90	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATIONS OF BOX CULVERTS	CY	19.000	473.10
Section 702.05 Paragraph 6A of Standard Specifications		48.800	1,215.12
		0.000	0.00
GROUP 4 CULVERT		Contracted	156,560.61
		Current	157,033.71
		In place	159,062.83
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 41+40
0040                          0030.40	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0041                          4050.01	18.00	460.000	8,280.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	460.000	8,280.00
		460.000	8,280.00
		0.000	0.00
0042                          4101.06	249.00	125.470	31,242.03
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	125.470	31,242.03
		125.470	31,242.03
		0.000	0.00
0043                          4151.00	0.65	12,373.000	8,042.45
REINFORCING STEEL FOR BOX CULVERT	LB	12,373.000	8,042.45
		12,373.000	8,042.45
		0.000	0.00
GROUP 4A CULVERT AT STA. 41+40		Contracted	49,564.48
		Current	49,564.48
		In place	49,564.48
		This Estimate	0.00
GROUP 9 BITUMINOUS
0044                          0002.55	9.75	66.540	648.77
OVERLAY BROKEN LINES	STA	66.540	648.77
		127.440	1,242.54
		0.000	0.00
0045                          0002.60	9.75	133.080	1,297.53
OVERLAY SOLID LINES	STA	133.080	1,297.53
		254.880	2,485.08
		0.000	0.00
0046                          0030.90	16,514.92	1.000	16,514.92
MOBILIZATION	LS	1.000	16,514.92
		1.000	16,514.92
		0.000	0.00
0047                          2009.51	200.00	8.010	1,602.00
CRUSHED ROCK EMBEDMENT	STA	8.010	1,602.00
		8.010	1,602.00
		0.000	0.00
0048                          2010.00	22.00	236.000	5,192.00
CRUSHED ROCK SURFACE COURSE	CY	236.000	5,192.00
		411.180	9,045.96
		0.000	0.00
0049                          2020.00	6.00	129.000	774.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	SY	129.000	774.00
		101.000	606.00
		0.000	0.00
0050                          2021.00	50.00	6.000	300.00
MAILBOX POST	EACH	6.000	300.00
		4.000	200.00
		0.000	0.00
0051                          3014.12	13.50	917.000	12,379.50
COMBINATION CONCRETE CLASS 47B-3625 CURB AND GUTTER	LF	917.000	12,379.50
		926.000	12,501.00
		0.000	0.00
0052                          9005.30	16.87	16,850.000	284,259.50
ASPHALTIC CONCRETE, TYPE SP2(0.5)	TON	16,850.000	284,259.50
		17,035.150	287,382.98
		0.000	0.00
0053                          9009.00	3.35	2,360.000	7,906.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	2,360.000	7,906.00
		2,674.000	8,957.90
		0.000	0.00
0054                          9021.01	181.00	909.900	164,691.90
PERFORMANCE GRADED BINDER (64-22)	TON	909.900	164,691.90
		851.126	154,053.81
		0.000	0.00
0055                          9034.00	2.50	2,630.000	6,575.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	2,630.000	6,575.00
		2,674.000	6,685.00
		0.000	0.00
0056                          9053.00	1.00	3,890.000	3,890.00
TACK COAT	GAL	3,890.000	3,890.00
		6,970.000	6,970.00
		0.000	0.00
0057                          9111.00	8.00	191.000	1,528.00
WATER	MGAL	191.000	1,528.00
		0.000	0.00
		0.000	0.00
0058                          9170.00	28.00	254.606	7,128.97
EARTH SHOULDER CONSTRUCTION	STA	254.606	7,128.97
		254.606	7,128.97
		0.000	0.00
0059                          9173.00	175.00	127.303	22,278.03
SUBGRADE PREPARATION	STA	127.303	22,278.03
		127.350	22,286.25
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	536,966.11
		Current	536,966.11
		In place	537,662.41
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0060                          0001.10	2.50	1,460.000	3,650.00
BARRICADE, TYPE III	BDAY	1,460.000	3,650.00
		5,284.000	13,210.00
		0.000	0.00
0061                          0001.30	2.50	146.000	365.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	146.000	365.00
		110.000	275.00
		0.000	0.00
0062                          0001.90	0.85	3,212.000	2,730.20
SIGN DAY	EACH	2,336.000	1,985.60
		3,100.000	2,635.00
		0.000	0.00
0063                          0010.04	1,000.00	0.590	590.00
FIELD OFFICE	EACH	0.590	590.00
		0.590	590.00
		0.000	0.00
0064                          0030.10	2,824.07	1.000	2,824.07
MOBILIZATION	LS	1.000	2,824.07
		1.000	2,824.07
		0.000	0.00
4005                          0001.99	0.79	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	876.000	692.04
Plastic signs furnished to go on barricades		798.000	630.42
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	10,159.27
		Current	10,106.71
		In place	20,164.49
		This Estimate	0.00
GROUP 1 GRADING
0001                          L006.00	50.00	8.000	400.00
COVER CROP SEEDING	ACRE	8.000	400.00
		8.000	400.00
		0.000	0.00
0002                          0030.10	2,313.98	1.000	2,313.98
MOBILIZATION	LS	1.000	2,313.98
		1.000	2,313.98
		0.000	0.00
0003                          1000.00	200.00	1.000	200.00
LARGE TREE REMOVAL	EACH	36.000	7,200.00
		36.000	7,200.00
		0.000	0.00
0005                          1009.01	3,000.00	1.000	3,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,000.00
FOR PROJECT EACSTPE-2755(6)		1.000	3,000.00
		0.000	0.00
0006                          1010.01	1.07	30,356.000	32,480.92
EXCAVATION (ESTABLISHED QUANTITY)	CY	30,356.000	32,480.92
		30,356.000	32,480.92
		0.000	0.00
0007                          1011.00	10.00	290.000	2,900.00
WATER	MGAL	290.000	2,900.00
		141.300	1,413.00
		0.000	0.00
0013                          1300.24	14.00	460.000	6,440.00
24" DRIVEWAY CULVERT PIPE	LF	460.000	6,440.00
		462.000	6,468.00
		0.000	0.00
0016                          1305.24	15.00	100.000	1,500.00
24" ROUND EQUIVALENT DRIVEWAY CULVERT PIPE	LF	100.000	1,500.00
		100.000	1,500.00
		0.000	0.00
GROUP 1 GRADING		Contracted	49,234.90
		Current	56,234.90
		In place	54,775.90
		This Estimate	0.00
GROUP 4 CULVERT
0017                          0030.40	328.45	1.000	328.45
MOBILIZATION	LS	1.000	328.45
		1.000	328.45
		0.000	0.00
0018                          4043.00	2.00	232.000	464.00
REMOVE CULVERT PIPE	LF	232.000	464.00
		199.000	398.00
		0.000	0.00
0020                          4050.01	11.10	440.000	4,884.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	440.000	4,884.00
		465.000	5,161.50
		0.000	0.00
0024                          4300.24	17.75	310.000	5,502.50
24" CULVERT PIPE	LF	66.000	1,171.50
		66.000	1,171.50
		0.000	0.00
0025                          4300.36	28.05	54.000	1,514.70
36" CULVERT PIPE	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0027                          4310.24	175.00	10.000	1,750.00
24" FLARED-END SECTION	EACH	4.000	700.00
		4.000	700.00
		0.000	0.00
0028                          4310.36	350.00	2.000	700.00
36" FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
4000                          4450.24	32.55	0.000	0.00
24" REINFORCED CONCRETE PIPE	LF	244.000	7,942.20
revise culvert pipe to reinforce concrete pipe		244.000	7,942.20
		0.000	0.00
4001                          4460.24	393.75	0.000	0.00
24" CONCRETE FLARED END SECTION	EACH	6.000	2,362.50
revise culvert pipe to reinforce concrete pipe		6.000	2,362.50
		0.000	0.00
4003                          4450.36	58.80	0.000	0.00
36" REINFORCED CONCRETE PIPE	LF	54.000	3,175.20
revise culvert pipe to reinforce concrete pipe		54.000	3,175.20
		0.000	0.00
4004                          4460.36	756.00	0.000	0.00
36" CONCRETE FLARED END SECTION	EACH	2.000	1,512.00
revise culvert pipe to reinforce concrete pipe		2.000	1,512.00
		0.000	0.00
GROUP 4 CULVERT		Contracted	15,143.65
		Current	22,539.85
		In place	22,751.35
		This Estimate	0.00
GROUP 9 BITUMINOUS
0044                          0002.55	9.75	143.000	1,394.25
OVERLAY BROKEN LINES	STA	143.000	1,394.25
		143.000	1,394.25
		0.000	0.00
0045                          0002.60	9.75	286.000	2,788.50
OVERLAY SOLID LINES	STA	286.000	2,788.50
		286.000	2,788.50
		0.000	0.00
0046                          0030.90	16,485.08	1.000	16,485.08
MOBILIZATION	LS	1.000	16,485.08
		1.000	16,485.08
		0.000	0.00
0048                          2010.00	22.00	17.000	374.00
CRUSHED ROCK SURFACE COURSE	CY	220.000	4,840.00
		220.000	4,840.00
		0.000	0.00
0052                          9005.30	16.87	17,350.000	292,694.50
ASPHALTIC CONCRETE, TYPE SP2(0.5)	TON	17,350.000	292,694.50
		17,258.430	291,149.71
		0.000	0.00
0053                          9009.00	3.35	1,173.000	3,929.55
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	1,173.000	3,929.55
		1,120.000	3,752.00
		0.000	0.00
0054                          9021.01	181.00	936.900	169,578.90
PERFORMANCE GRADED BINDER (64-22)	TON	936.900	169,578.90
		858.147	155,324.61
		0.000	0.00
0055                          9034.00	2.50	1,173.000	2,932.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	1,173.000	2,932.50
		1,173.000	2,932.50
		0.000	0.00
0056                          9053.00	1.00	5,730.000	5,730.00
TACK COAT	GAL	5,730.000	5,730.00
		7,382.000	7,382.00
		0.000	0.00
0057                          9111.00	8.00	215.000	1,720.00
WATER	MGAL	215.000	1,720.00
		0.000	0.00
		0.000	0.00
0058                          9170.00	28.00	286.289	8,016.09
EARTH SHOULDER CONSTRUCTION	STA	286.289	8,016.09
		286.289	8,016.09
		0.000	0.00
0059                          9173.00	175.00	143.145	25,050.38
SUBGRADE PREPARATION	STA	143.145	25,050.38
		143.145	25,050.38
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	530,693.75
		Current	535,159.75
		In place	519,115.12
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0060                          0001.10	2.50	1,168.000	2,920.00
BARRICADE, TYPE III	BDAY	1,168.000	2,920.00
		4,571.000	11,427.50
		0.000	0.00
0061                          0001.30	2.50	146.000	365.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	146.000	365.00
		0.000	0.00
		0.000	0.00
0062                          0001.90	0.85	2,336.000	1,985.60
SIGN DAY	EACH	1,460.000	1,241.00
		2,790.000	2,371.50
		0.000	0.00
0063                          0010.04	1,000.00	0.410	410.00
FIELD OFFICE	EACH	0.410	410.00
		0.000	0.00
		0.000	0.00
0064                          0030.10	2,175.93	1.000	2,175.93
MOBILIZATION	LS	1.000	2,175.93
		1.000	2,175.93
		0.000	0.00
4006                          0001.99	0.79	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	876.000	692.04
Plastic signs furnished on barricades.		921.000	727.59
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	7,856.53
		Current	7,803.97
		In place	16,702.52
		This Estimate	0.00
Totals for contract		Contracted	1,451,353.52
		Current	1,475,834.58
		In place	1,479,520.10
		This Estimate	0.00