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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	3339
Estimate Number:	0001
Pay Period End Date:	05.18.2002

Contract Location:
VERDIGRE SOUTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	02.07.2002
129 E 2ND ST	Date Awarded:	02.14.2002
PO BOX 1087	Date Contract Executed:	02.21.2002
	Date Notice to Proceed:	02.21.2002
HASTINGS NE 68902-1087	Date Work Began:	05.06.2002
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
KNOX

Project Number		PCT			Fed State Project Number		Description
31339 000B		0.000			EACSTPD-14-4(107)		GRAD CULV SEED BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$28,131.93	$.00	$28,131.93
$2,308,102.85	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$28,131.93	$.00	$28,131.93
$2,308,102.85	Retainage	$-281.32	$.00	$-281.32
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
1.22%	Net Earnings	$27,850.61	$.00	$27,850.61
	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	$240.54	$.00	$240.54
	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	$240.54	$.00	$240.54
	Payment	$28,091.15	$.00	$28,091.15
Project Manager			Div. Head/Dist. Eng.
Becker, Roger	05.21.2002		Boyle, Pat	05.21.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.22.2002
Controller Div. Processed
Burling, Laurie	05.22.2002

		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                          L006.50	500.00	1.000	500.00
TEMPORARY SEEDING	ha	1.000	500.00
		0.000	0.00
		0.000	0.00
0002                          L020.01	5.75	887.000	5,100.25
EROSION CONTROL, TYPE A	m2	887.000	5,100.25
		0.000	0.00
		0.000	0.00
0003                          L020.08	5.20	423.000	2,199.60
EROSION CONTROL, TYPE AA	m2	423.000	2,199.60
		0.000	0.00
		0.000	0.00
0004                          L020.09	13.00	729.000	9,477.00
EROSION CONTROL, TYPE AAA	m2	729.000	9,477.00
		0.000	0.00
		0.000	0.00
0005                          L020.10	1.65	504.000	831.60
EROSION CONTROL, TYPE HV	m2	504.000	831.60
		0.000	0.00
		0.000	0.00
0006                          L021.06	15.00	12.000	180.00
EROSION CHECKS, TYPE HV	BALE	12.000	180.00
		0.000	0.00
		0.000	0.00
0007                          L021.11	17.00	54.000	918.00
EROSION CHECKS, TYPE ST-A	BALE	54.000	918.00
		0.000	0.00
		0.000	0.00
0008                          L021.21	17.00	24.000	408.00
EROSION CHECKS, TYPE AA	BALE	24.000	408.00
		0.000	0.00
		0.000	0.00
0009                          L021.22	16.00	12.000	192.00
EROSION CHECKS, TYPE AAA	BALE	12.000	192.00
		0.000	0.00
		0.000	0.00
0010                          L022.11	6.20	365.000	2,263.00
FABRIC SILT FENCE-LOW POROSITY	m	365.000	2,263.00
		0.000	0.00
		0.000	0.00
0011                          L022.25	6.25	266.000	1,662.50
FABRIC SILT FENCE, TYPE COIR FIBER	m	266.000	1,662.50
		0.000	0.00
		0.000	0.00
0012                          L022.75	27.00	58.000	1,566.00
TEMPORARY SILT CHECK	m	58.000	1,566.00
		0.000	0.00
		0.000	0.00
0013                          0030.10	8,500.00	1.000	8,500.00
MOBILIZATION	LS	1.000	8,500.00
		0.000	0.00
		0.000	0.00
0014                          1009.00	2,200.00	1.000	2,200.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,200.00
		0.000	0.00
		0.000	0.00
0015                          1010.01	3.92	11,727.000	45,969.84
EXCAVATION (ESTABLISHED QUANTITY)	m3	11,727.000	45,969.84
		0.000	0.00
		0.000	0.00
0016                          1011.00	1.00	1,185.000	1,185.00
WATER	kL	1,185.000	1,185.00
		0.000	0.00
		0.000	0.00
0017                          1012.00	60.00	9.000	540.00
RIGHT-OF-WAY MARKERS	EACH	9.000	540.00
		0.000	0.00
		0.000	0.00
0018                          1030.00	3.92	15,927.000	62,433.84
EARTHWORK MEASURED IN EMBANKMENT	m3	15,927.000	62,433.84
		7,033.400	27,570.93
		7,033.400	27,570.93
0019                          1102.00	2.39	6,877.000	16,436.03
REMOVE ASPHALT SURFACE	m2	6,877.000	16,436.03
		0.000	0.00
		0.000	0.00
0020                          1106.00	3.00	396.000	1,188.00
REMOVE DRIVEWAY	m2	396.000	1,188.00
		0.000	0.00
		0.000	0.00
0021                          1109.00	7.00	155.200	1,086.40
REMOVE CURB	m	155.200	1,086.40
		0.000	0.00
		0.000	0.00
0022                          1300.24	35.00	36.500	1,277.50
600 mm DRIVEWAY CULVERT PIPE	m	36.500	1,277.50
TYPE 3,4 OR 5		0.000	0.00
		0.000	0.00
0023                          1701.24	35.00	36.500	1,277.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	36.500	1,277.50
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	167,392.06
		Current	167,392.06
		In place	27,570.93
		This Estimate	27,570.93
GROUP 4 CULVERT
0024                          P300.24	67.00	12.300	824.10
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	12.300	824.10
		0.000	0.00
		0.000	0.00
0025                          0030.40	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
0026                          4035.25	175.00	3.000	525.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	3.000	525.00
		0.000	0.00
		0.000	0.00
0027                          4050.01	50.00	5.000	250.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	5.000	250.00
		0.000	0.00
		0.000	0.00
0028                          4362.24	275.00	3.000	825.00
INSTALL 600 mm METAL FLARED-END SECTION	EACH	3.000	825.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERT		Contracted	2,924.10
		Current	2,924.10
		In place	0.00
		This Estimate	0.00
GROUP 5 SEEDING
0029                          L001.01	1,323.00	1.500	1,984.50
SEEDING, TYPE A	ha	1.500	1,984.50
		0.000	0.00
		0.000	0.00
0030                          L001.02	1,289.00	11.000	14,179.00
SEEDING, TYPE B	ha	11.000	14,179.00
		0.000	0.00
		0.000	0.00
0031                          L020.02	1.60	1,254.000	2,006.40
EROSION CONTROL, TYPE B	m2	1,254.000	2,006.40
		0.000	0.00
		0.000	0.00
0032                          L032.75	55.00	62.500	3,437.50
MULCH	Mg	62.500	3,437.50
		0.000	0.00
		0.000	0.00
0033                          0030.50	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	22,107.40
		Current	22,107.40
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 10401+39.4
0034                          0030.60	5,500.00	1.000	5,500.00
MOBILIZATION	LS	1.000	5,500.00
		0.000	0.00
		0.000	0.00
0035                          6007.01	48.00	203.300	9,758.40
CLASS I REPAIR	m2	203.300	9,758.40
		0.000	0.00
		0.000	0.00
0036                          6007.02	166.00	101.600	16,865.60
CLASS II REPAIR	m2	101.600	16,865.60
		0.000	0.00
		0.000	0.00
0037                          6007.03	400.00	5.000	2,000.00
CLASS III REPAIR	m2	5.000	2,000.00
		0.000	0.00
		0.000	0.00
0038                          6008.40	45.00	203.300	9,148.50
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	203.300	9,148.50
		0.000	0.00
		0.000	0.00
0039                          6010.26	800.00	7.400	5,920.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	7.400	5,920.00
		0.000	0.00
		0.000	0.00
0040                          6016.02	560.00	18.200	10,192.00
CONCRETE FOR OVERLAYS-SF	m3	18.200	10,192.00
		0.000	0.00
		0.000	0.00
0041                          6020.00	2.20	704.000	1,548.80
REINFORCING STEEL FOR BRIDGE	kg	704.000	1,548.80
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 10401+39.4		Contracted	60,933.30
		Current	60,933.30
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0042                          0030.70	3,040.00	1.000	3,040.00
MOBILIZATION	LS	1.000	3,040.00
		0.000	0.00
		0.000	0.00
0043                          7011.20	33.88	152.400	5,163.31
W-BEAM GUARDRAIL	m	152.400	5,163.31
		0.000	0.00
		0.000	0.00
0044                          7017.00	6.30	226.000	1,423.80
REMOVE GUARDRAIL	m	226.000	1,423.80
		0.000	0.00
		0.000	0.00
0045                          7017.50	6.18	1,319.900	8,156.98
REMOVE & SALVAGE GUARDRAIL	m	1,319.900	8,156.98
		0.000	0.00
		0.000	0.00
0046                          7018.01	10.47	1,235.000	12,930.45
RESET GUARDRAIL	m	1,235.000	12,930.45
		0.000	0.00
		0.000	0.00
0047                          7020.00	958.75	8.000	7,670.00
BRIDGE APPROACH SECTIONS	EACH	8.000	7,670.00
		0.000	0.00
		0.000	0.00
0048                          7023.00	1,272.00	12.000	15,264.00
TERMINAL ANCHORAGE SECTIONS	EACH	12.000	15,264.00
		0.000	0.00
		0.000	0.00
0049                          7024.27	1,486.75	8.000	11,894.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	11,894.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	65,542.54
		Current	65,542.54
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0050                          A070.10	8.00	114.000	912.00
38 mm CONDUIT IN TRENCH	m	114.000	912.00
		0.000	0.00
		0.000	0.00
0051                          A072.10	8.00	48.000	384.00
38 mm CONDUIT UNDER ROADWAY	m	48.000	384.00
		0.000	0.00
		0.000	0.00
0052                          A080.22	1.00	148.000	148.00
STREET LIGHTING CABLE, NO. 6 BARE	m	148.000	148.00
		0.000	0.00
		0.000	0.00
0053                          A080.24	2.00	296.000	592.00
STREET LIGHTING CABLE, NO. 6 USE	m	296.000	592.00
		0.000	0.00
		0.000	0.00
0054                          A700.20	1,350.00	3.000	4,050.00
RELOCATE STREET LIGHTING UNIT	EACH	3.000	4,050.00
		0.000	0.00
		0.000	0.00
0055                          0030.81	750.00	1.000	750.00
MOBILIZATION	LS	1.000	750.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	6,836.00
		Current	6,836.00
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0056                          P402.15	73.50	201.300	14,795.55
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	201.300	14,795.55
		0.000	0.00
		0.000	0.00
0057                          0002.55	23.00	463.000	10,649.00
OVERLAY BROKEN LINES	StaM	463.000	10,649.00
		0.000	0.00
		0.000	0.00
0058                          0002.60	26.00	909.000	23,634.00
OVERLAY SOLID LINES	StaM	909.000	23,634.00
		0.000	0.00
		0.000	0.00
0059                          0030.90	41,500.00	1.000	41,500.00
MOBILIZATION	LS	1.000	41,500.00
		0.000	0.00
		0.000	0.00
0060                          1020.03	18.60	58.000	1,078.80
DELINEATOR, TYPE III	EACH	58.000	1,078.80
		0.000	0.00
		0.000	0.00
0061                          1020.20	24.50	40.000	980.00
INSTALL CHEVRONS	EACH	40.000	980.00
		0.000	0.00
		0.000	0.00
0062                          1033.00	2,500.00	2.720	6,800.00
ROADWAY GRADING	StaM	2.720	6,800.00
		0.000	0.00
		0.000	0.00
0063                          2001.00	10.57	590.000	6,236.30
GRAVEL SURFACE COURSE	m3	590.000	6,236.30
		0.000	0.00
		0.000	0.00
0064                          2009.10	200.00	7.871	1,574.20
GRAVEL EMBEDMENT	StaM	7.871	1,574.20
		0.000	0.00
		0.000	0.00
0065                          2020.00	7.50	58.000	435.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	58.000	435.00
		0.000	0.00
		0.000	0.00
0066                          2021.00	50.00	2.000	100.00
MAILBOX POST	EACH	2.000	100.00
		0.000	0.00
		0.000	0.00
0067                          3012.06	75.70	153.700	11,635.09
CONCRETE CLASS 47B-25 MEDIAN CURB	m	153.700	11,635.09
		0.000	0.00
		0.000	0.00
0068                          3017.40	42.00	146.000	6,132.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	146.000	6,132.00
		0.000	0.00
		0.000	0.00
0069                          3019.23	650.00	1.000	650.00
CONCRETE CLASS 47B-25 ISLAND NOSE	EACH	1.000	650.00
		0.000	0.00
		0.000	0.00
0070                          4024.55	175.00	25.100	4,392.50
FLUME SPILLWAY	m	25.100	4,392.50
		0.000	0.00
		0.000	0.00
0071                          4024.70	2,500.00	3.000	7,500.00
CONCRETE FLUME, TYPE I	EACH	3.000	7,500.00
		0.000	0.00
		0.000	0.00
0072                          4024.73	2,650.00	6.000	15,900.00
CONCRETE FLUME, TYPE IV	EACH	6.000	15,900.00
		0.000	0.00
		0.000	0.00
0073                          4763.26	200.00	20.000	4,000.00
UNDERDRAIN HEADWALL	EACH	20.000	4,000.00
		0.000	0.00
		0.000	0.00
0074                          4764.35	27.80	144.000	4,003.20
100 mm PERFORATED PIPE UNDERDRAIN	m	144.000	4,003.20
		0.000	0.00
		0.000	0.00
0075                          8022.00	200.00	80.765	16,153.00
HYDRATED LIME	Mg	80.765	16,153.00
		0.000	0.00
		0.000	0.00
0076                          8101.50	3.50	6,009.000	21,031.50
STABILIZED SUBGRADE	m2	6,009.000	21,031.50
		0.000	0.00
		0.000	0.00
0077                          8111.00	350.00	16.743	5,860.05
SHOULDER SUBGRADE PREPARATION	StaM	16.743	5,860.05
		0.000	0.00
		0.000	0.00
0078                          9000.75	17.26	750.000	12,945.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	750.000	12,945.00
SP2		0.000	0.00
		0.000	0.00
0079                          9005.00	27.26	1,200.000	32,712.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	1,200.000	32,712.00
SP2		0.000	0.00
		0.000	0.00
0080                          9005.30	17.26	49,590.000	855,923.40
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	49,590.000	855,923.40
		0.000	0.00
		0.000	0.00
0081                          9009.00	2.50	4,331.000	10,827.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	4,331.000	10,827.50
		0.000	0.00
		0.000	0.00
0082                          9009.75	50.00	84.000	4,200.00
TEMPORARY SURFACING	m2	84.000	4,200.00
		0.000	0.00
		0.000	0.00
0083                          9020.91	173.00	40.500	7,006.50
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	40.500	7,006.50
		0.000	0.00
		0.000	0.00
0084                          9021.01	173.00	2,742.660	474,480.18
PERFORMANCE GRADED BINDER (64-22)	Mg	2,742.660	474,480.18
		0.000	0.00
		0.000	0.00
0085                          9030.00	6.50	1,422.000	9,243.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	1,422.000	9,243.00
		0.000	0.00
		0.000	0.00
0086                          9034.00	2.50	1,284.000	3,210.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,284.000	3,210.00
		0.000	0.00
		0.000	0.00
0087                          9053.00	0.26	109,322.000	28,423.72
TACK COAT	L	109,322.000	28,423.72
		0.000	0.00
		0.000	0.00
0088                          9111.00	2.50	980.000	2,450.00
WATER	kL	980.000	2,450.00
		0.000	0.00
		0.000	0.00
0089                          9170.00	182.00	293.329	53,385.88
EARTH SHOULDER CONSTRUCTION	StaM	293.329	53,385.88
		0.000	0.00
		0.000	0.00
0090                          9173.15	32.50	274.776	8,930.22
TRENCHED WIDENING	StaM	274.776	8,930.22
		0.000	0.00
		0.000	0.00
0091                          9179.23	515.00	148.537	76,496.56
COLD MILLING, CLASS 3	StaM	148.537	76,496.56
		0.000	0.00
		0.000	0.00
0092                          9188.50	25.00	3,960.000	99,000.00
SURFACING UNDER GUARDRAIL	m2	3,960.000	99,000.00
		0.000	0.00
		0.000	0.00
0093                          9300.50	4,500.00	1.000	4,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	4,500.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,888,774.14
		Current	1,888,774.14
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0094                          0001.08	0.50	31,522.000	15,761.00
BARRICADE, TYPE II	BDAY	31,522.000	15,761.00
		0.000	0.00
		0.000	0.00
0095                          0001.10	2.25	1,240.000	2,790.00
BARRICADE, TYPE III	BDAY	1,240.000	2,790.00
		84.000	189.00
		84.000	189.00
0096                          0001.30	2.25	612.000	1,377.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	612.000	1,377.00
		24.000	54.00
		24.000	54.00
0097                          0001.75	5.00	630.000	3,150.00
TEMPORARY SIGN DAY	EACH	630.000	3,150.00
		0.000	0.00
		0.000	0.00
0098                          0001.90	0.50	7,370.000	3,685.00
SIGN DAY	EACH	7,370.000	3,685.00
		636.000	318.00
		636.000	318.00
0099                          0002.30	1.64	270.000	442.80
PAVEMENT MARKING REMOVAL	m	270.000	442.80
		0.000	0.00
		0.000	0.00
0100                          0002.39	1.70	4,050.000	6,885.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	4,050.000	6,885.00
		0.000	0.00
		0.000	0.00
0101                          0002.47	4.50	175.000	787.50
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	175.000	787.50
		0.000	0.00
		0.000	0.00
0102                          0003.10	175.00	90.000	15,750.00
FLAGGING	DAY	90.000	15,750.00
		0.000	0.00
		0.000	0.00
0103                          0003.20	275.00	30.000	8,250.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	30.000	8,250.00
		0.000	0.00
		0.000	0.00
0104                          0003.51	75.00	117.000	8,775.00
INSTALL CONCRETE PROTECTION BARRIER	m	117.000	8,775.00
		0.000	0.00
		0.000	0.00
0105                          0003.56	20.00	117.000	2,340.00
RELOCATE CONCRETE PROTECTION BARRIER	m	117.000	2,340.00
		0.000	0.00
		0.000	0.00
0106                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0107                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0108                          9110.01	65.00	55.000	3,575.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	55.000	3,575.00
		0.000	0.00
		0.000	0.00
0109                          9110.02	60.00	55.000	3,300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	55.000	3,300.00
		0.000	0.00
		0.000	0.00
0110                          9110.03	50.00	55.000	2,750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	55.000	2,750.00
		0.000	0.00
		0.000	0.00
0111                          9110.07	45.00	55.000	2,475.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	55.000	2,475.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	93,593.30
		Current	93,593.30
		In place	561.00
		This Estimate	561.00
Totals for contract		Contracted	2,308,102.85
		Current	2,308,102.85
		In place	28,131.93
		This Estimate	28,131.93