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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4574
Estimate Number:	0031
Pay Period End Date:	06.08.2002

Contract Location:
BRUNING - STRANG	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	08.31.2000
129 E 2ND ST	Date Awarded:	09.08.2000
PO BOX 1087	Date Contract Executed:	09.12.2000
	Date Notice to Proceed:	09.12.2000
HASTINGS NE 68902-1087	Date Work Began:	09.25.2000
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
FILLMORE
THAYER

Project Number		PCT			Fed State Project Number		Description
41574 000		0.000			F-81-1(1021)		GRAD CONCPAVE CULV BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,624,438.96	$4,458,995.12	$165,443.84
$4,955,030.42	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$4,624,438.96	$4,458,995.12	$165,443.84
$4,936,420.44	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
93.33%	Net Earnings	$4,599,438.96	$4,433,995.12	$165,443.84
	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	$-137.03	$-137.03	$.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	-$137.03	-$137.03	$.00
	Payment	$4,599,301.93	$4,433,858.09	$165,443.84
Project Manager			Div. Head/Dist. Eng.
Cuda, Bill	06.11.2002		Meyer, Keith	06.12.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.12.2002
Controller Div. Processed
Burling, Laurie	06.13.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0136	6095.00	STEEL DIAPHRAGM
		S.P. Initial Payment	1,470.00	19756
		Total for estimate 0005:	1,470.00
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	16,110.51	21006
		Coarse Aggregate
		S.P. Initial Payment	22,867.42	21006
		Coarse Aggregate
		Total for estimate 0006:	38,977.93
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	32,444.68	21040
		Coarse Aggregate
		S.P. Initial Payment	24,337.84	21087
		Coarse Aggregate
		S.P. Initial Payment	5,623.06	21219
		Coarse Aggregate
		Total for estimate 0007:	62,405.58
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	1,006.42	21374
		Coarse Aggregate
		Total for estimate 0008:	1,006.42
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	12,401.07	21374
		Coarse Aggregate
		Total for estimate 0011:	12,401.07
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-16,110.51	21006
		Coarse Aggregate
		S.P. Adjustment	-22,867.42	21006
		Coarse Aggregate
		S.P. Adjustment	-381.78	21040
		Coarse Aggregate
		Total for estimate 0016:	-39,359.71
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-32,062.90	21040
		Coarse Aggregate
		S.P. Adjustment	-8,267.03	21087
		Coarse Aggregate
		Total for estimate 0017:	-40,329.93
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-16,070.81	21087
		Coarse Aggregate
		S.P. Adjustment	-5,623.06	21219
		Coarse Aggregate
		S.P. Adjustment	-1,006.42	21374
		Coarse Aggregate
		S.P. Adjustment	-12,401.07	21374
		Coarse Aggregate
		Total for estimate 0018:	-35,101.36
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0136	6095.00	STEEL DIAPHRAGM
		S.P. Adjustment	-1,470.00	19756
		Total for estimate 0024:	-1,470.00
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	12,782.38	23505
		Coarse Aggregate
		Total for estimate 0026:	12,782.38
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	19,603.55	23536
		Coarse Aggregate
		Total for estimate 0027:	19,603.55
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-12,782.38	23505
		Coarse Aggregate
		S.P. Adjustment	-19,603.55	23536
		Coarse Aggregate
		Total for estimate 0029:	-32,385.93
		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	160.55	19.500	3,130.73
COVER CROP SEEDING	ha	19.500	3,130.73
		13.350	2,143.34
		0.000	0.00
0002                          L020.01	6.00	1,058.000	6,348.00
EROSION CONTROL, TYPE A	m2	1,058.000	6,348.00
		1,520.060	9,120.36
		0.000	0.00
0003                          L020.08	6.00	534.000	3,204.00
EROSION CONTROL, TYPE AA	m2	534.000	3,204.00
		0.000	0.00
		0.000	0.00
0004                          L020.09	20.00	32.000	640.00
EROSION CONTROL, TYPE AAA	m2	32.000	640.00
		0.000	0.00
		0.000	0.00
0005                          L020.10	1.61	5,424.000	8,732.64
EROSION CONTROL, TYPE HV	m2	5,424.000	8,732.64
		3,804.350	6,125.00
		0.000	0.00
0006                          L021.00	10.00	426.000	4,260.00
EROSION CHECKS	BALE	426.000	4,260.00
		262.000	2,620.00
		0.000	0.00
0007                          L021.01	12.00	21.000	252.00
EROSION CHECKS, TYPE A	BALE	21.000	252.00
		99.000	1,188.00
		0.000	0.00
0008                          L021.06	10.00	108.000	1,080.00
EROSION CHECKS, TYPE HV	BALE	108.000	1,080.00
		89.000	890.00
		0.000	0.00
0009                          L022.11	6.56	506.900	3,325.26
FABRIC SILT FENCE-LOW POROSITY	m	506.900	3,325.26
		782.500	5,133.20
		0.000	0.00
0010                          L022.12	8.20	289.000	2,369.80
FABRIC SILT FENCE-HIGH POROSITY	m	289.000	2,369.80
		0.000	0.00
		0.000	0.00
0011                          P400.18	100.00	334.200	33,420.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	334.200	33,420.00
		325.400	32,540.00
		0.000	0.00
0012                          0030.10	24,500.00	1.000	24,500.00
MOBILIZATION	LS	1.000	24,500.00
		1.000	24,500.00
		0.000	0.00
0013                          1009.00	12,000.00	1.000	12,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0014                          1010.00	1.14	78,275.000	89,233.50
EXCAVATION	m3	78,275.000	89,233.50
		87,079.000	99,270.06
		0.000	0.00
0015                          1010.10	1.74	104,231.000	181,361.94
EXCAVATION, BORROW	m3	104,231.000	181,361.94
		115,918.000	201,697.32
		0.000	0.00
0016                          1011.00	1.00	7,300.000	7,300.00
WATER	kL	7,300.000	7,300.00
		995.555	995.56
		0.000	0.00
0017                          1012.00	50.00	154.000	7,700.00
RIGHT-OF-WAY MARKERS	EACH	154.000	7,700.00
		79.000	3,950.00
		0.000	0.00
0018                          1043.50	1.00	653.000	653.00
RIPRAP FILTER FABRIC	m2	653.000	653.00
		499.150	499.15
		0.000	0.00
0019                          1101.00	3.15	16,563.000	52,173.45
REMOVE PAVEMENT	m2	16,563.000	52,173.45
		15,232.180	47,981.37
		0.000	0.00
0020                          1101.25	8.20	22.000	180.40
SAWING PAVEMENT	m	22.000	180.40
		0.000	0.00
		0.000	0.00
0021                          1102.00	2.50	3,971.000	9,927.50
REMOVE ASPHALT SURFACE	m2	3,971.000	9,927.50
		16,285.000	40,712.50
		0.000	0.00
0022                          1106.00	4.00	84.000	336.00
REMOVE DRIVEWAY	m2	84.000	336.00
		0.000	0.00
		0.000	0.00
0023                          1124.00	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 1242+44 LT		1.000	500.00
		0.000	0.00
0024                          1125.00	500.00	1.000	500.00
CLEAR TRACT	EACH	1.000	500.00
AT STA. 1242+00 LT TO 1243+00 LT		1.000	500.00
		0.000	0.00
0025                          1143.00	6.00	177.300	1,063.80
REMOVE DRIVEWAY CULVERT PIPE	m	177.300	1,063.80
		38.400	230.40
		0.000	0.00
0026                          1701.24	33.50	147.500	4,941.25
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	147.500	4,941.25
		61.100	2,046.85
		0.000	0.00
0027                          4004.50	2.85	2,040.000	5,814.00
CAST IRON GRATE AND FRAME	kg	2,040.000	5,814.00
		2,040.000	5,814.00
		0.000	0.00
0028                          4105.59	710.00	11.050	7,845.50
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	11.050	7,845.50
		11.050	7,845.50
		0.000	0.00
0029                          4155.50	2.20	357.000	785.40
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	357.000	785.40
		357.000	785.40
		0.000	0.00
0030                          4310.18	310.00	15.000	4,650.00
450 mm FLARED-END SECTION	EACH	15.000	4,650.00
		16.000	4,960.00
		0.000	0.00
0031                          6105.02	26.50	193.000	5,114.50
ROCK RIPRAP, TYPE B	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0032                          7017.00	4.50	335.000	1,507.50
REMOVE GUARDRAIL	m	335.000	1,507.50
		335.000	1,507.50
		0.000	0.00
4028                          6104.00	13.00	0.000	0.00
BROKEN CONCRETE RIPRAP	Mg	193.000	2,509.00
Item to Group #1		243.580	3,166.54
		0.000	0.00
GROUP 1 GRADING		Contracted	484,850.17
		Current	482,244.67
		In place	518,722.05
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0033                          0030.30	108,750.00	1.000	108,750.00
MOBILIZATION	LS	1.000	108,750.00
		1.000	108,750.00
		0.000	0.00
0034                          1020.06	22.00	170.000	3,740.00
FLEXIBLE POST DELINEATOR	EACH	170.000	3,740.00
		0.000	0.00
		0.000	0.00
0035                          2001.00	12.95	189.000	2,447.55
GRAVEL SURFACE COURSE	m3	189.000	2,447.55
		56.100	726.49
		0.000	0.00
0036                          2009.10	575.00	3.057	1,757.78
GRAVEL EMBEDMENT	StaM	3.057	1,757.78
		0.000	0.00
		0.000	0.00
0037                          2020.50	13.39	13,111.000	175,556.29
SURFACING	m2	13,111.000	175,556.29
150 mm		3,437.250	46,024.78
		0.000	0.00
0038                          2020.51	29.45	1,462.000	43,055.90
SURFACING	m2	0.000	0.00
205 mm		0.000	0.00
		0.000	0.00
0039                          2021.00	50.00	2.000	100.00
MAILBOX POST	EACH	2.000	100.00
		0.000	0.00
		0.000	0.00
0040                          3040.13	125.00	66.600	8,325.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	66.600	8,325.00
		29.500	3,687.50
		0.000	0.00
0041                          3040.18	265.00	2.100	556.50
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH	m2	2.100	556.50
		3.378	895.17
		0.000	0.00
0042                          3075.51	39.73	365.000	14,501.45
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	365.000	14,501.45
		0.000	0.00
		0.000	0.00
0043                          3075.55	26.56	77,224.000	2,051,069.44
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	77,224.000	2,051,069.44
		75,695.450	2,010,471.16
		0.000	0.00
0044                          3211.00	3.00	6,475.000	19,425.00
SEALING TRANSVERSE JOINT	m	6,475.000	19,425.00
		6,255.000	18,765.00
		3,255.000	9,765.00
0045                          3211.10	5.50	102.000	561.00
SEALING TRANSVERSE WORKING CRACK	m	102.000	561.00
		40.970	225.34
		0.000	0.00
0046                          3221.05	125.00	4.400	550.00
CONCRETE PAVEMENT, CLASS PR-25	m2	4.400	550.00
JOINT REPAIR		6.372	796.50
		0.000	0.00
0047                          3300.50	2,500.00	1.000	2,500.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	2,500.00
		0.950	2,375.00
		0.000	0.00
0048                          7550.03	1.18	49,000.000	57,820.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	49,000.000	57,820.00
		0.000	0.00
		0.000	0.00
0049                          7550.04	1.18	61,200.000	72,216.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	61,200.000	72,216.00
		0.000	0.00
		0.000	0.00
0050                          8029.04	4.64	77,589.000	360,012.96
AGGREGATE FOUNDATION COURSE 100 mm	m2	77,589.000	360,012.96
		75,659.000	351,057.75
		0.000	0.00
0051                          8060.05	75.00	114.000	8,550.00
GRANULAR SUBDRAIN	EACH	114.000	8,550.00
		41.000	3,075.00
		0.000	0.00
0052                          8111.00	220.00	86.307	18,987.54
SHOULDER SUBGRADE PREPARATION	StaM	86.307	18,987.54
		30.413	6,690.86
		0.000	0.00
0053                          9000.75	23.55	500.000	11,775.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	11,775.00
SPS		0.000	0.00
		0.000	0.00
0054                          9005.00	33.55	100.000	3,355.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,355.00
SPS		239.444	8,033.34
		127.657	4,282.89
0055                          9005.23	23.55	5,210.000	122,695.50
ASPHALTIC CONCRETE, TYPE SPS	Mg	5,210.000	122,695.50
		6,200.770	146,028.13
		4,360.159	102,681.74
0056                          9009.00	3.50	1,445.000	5,057.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,445.000	5,057.50
		611.000	2,138.50
		0.000	0.00
0057                          9009.75	36.95	897.000	33,144.15
TEMPORARY SURFACING	m2	0.000	0.00
205 mm		0.000	0.00
		0.000	0.00
0058                          9020.92	225.00	27.000	6,075.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	6,075.00
		0.000	0.00
		0.000	0.00
0059                          9021.03	225.00	286.740	64,516.50
PERFORMANCE GRADED BINDER (58-28)	Mg	286.740	64,516.50
		200.348	45,078.31
		121.923	27,432.68
0060                          9034.00	2.50	1,445.000	3,612.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,445.000	3,612.50
		611.000	1,527.50
		0.000	0.00
0061                          9053.00	0.26	16,230.000	4,219.80
TACK COAT	L	16,230.000	4,219.80
		4,443.000	1,155.18
		4,143.000	1,077.18
0062                          9111.00	2.00	2,226.000	4,452.00
WATER	kL	2,226.000	4,452.00
		708.800	1,417.60
		0.000	0.00
0063                          9140.00	105.75	77.320	8,176.59
JOINT SEALING - ASPHALT TO CONCRETE	StaM	77.320	8,176.59
		84.132	8,896.96
		84.132	8,896.96
0064                          9170.00	195.00	89.601	17,472.20
EARTH SHOULDER CONSTRUCTION	StaM	89.601	17,472.20
		0.000	0.00
		0.000	0.00
0065                          9173.20	0.92	86,003.000	79,122.76
SUBGRADE PREPARATION	m2	86,003.000	79,122.76
		81,611.840	75,082.89
		5,790.860	5,327.59
0066                          9179.23	250.00	77.320	19,330.00
COLD MILLING, CLASS 3	StaM	77.320	19,330.00
		85.380	21,345.00
		0.000	0.00
0067                          9179.24	425.00	43.307	18,405.48
COLD MILLING, CLASS 4	StaM	43.307	18,405.48
		40.480	17,204.00
		0.000	0.00
0068                          9185.76	50.00	83.320	4,166.00
RUMBLE STRIPS, ASPHALT	StaM	83.320	4,166.00
		0.000	0.00
		0.000	0.00
0069                          9185.77	85.00	166.920	14,188.20
RUMBLE STRIPS, CONCRETE	StaM	166.920	14,188.20
		0.000	0.00
		0.000	0.00
0070                          9188.50	25.00	356.000	8,900.00
SURFACING UNDER GUARDRAIL	m2	356.000	8,900.00
		61.825	1,545.63
		0.000	0.00
4003                          9009.75	35.09	0.000	0.00
TEMPORARY SURFACING	m2	897.000	31,475.73
		1,894.903	66,492.15
		0.000	0.00
4004                          2020.51	27.59	0.000	0.00
SURFACING	m2	1,462.000	40,336.58
205 mm surfacing		1,758.900	48,528.05
		0.000	0.00
4010                          3300.60	0.975	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	56,457.000	55,045.58
Pay Factor 103.67%		56,457.000	55,045.58
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	3,379,146.58
		Current	3,429,804.41
		In place	3,053,059.37
		This Estimate	159,464.04
GROUP 4 CULVERTS
0071                          P120.24	93.00	38.400	3,571.20
600 mm CULVERT PIPE, TYPE 2	m	38.400	3,571.20
		79.200	7,365.60
		0.000	0.00
0072                          P127.36	248.00	11.300	2,802.40
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	11.300	2,802.40
		11.400	2,827.20
		0.000	0.00
0073                          P300.24	55.50	45.800	2,541.90
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	45.800	2,541.90
		0.000	0.00
		0.000	0.00
0074                          P300.48	144.00	17.500	2,520.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0075                          P400.18	200.00	3.600	720.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	3.600	720.00
		3.600	720.00
		0.000	0.00
0076                          P400.36	128.00	40.000	5,120.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	40.000	5,120.00
		42.300	5,414.40
		0.000	0.00
0077                          P402.24	58.50	27.600	1,614.60
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0078                          0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0079                          4035.00	100.00	12.000	1,200.00
REMOVE FLARED-END SECTION	EACH	9.000	900.00
		3.000	300.00
		0.000	0.00
0080                          4040.00	100.00	2.000	200.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	200.00
		1.000	100.00
		0.000	0.00
0081                          4044.00	1,000.00	1.000	1,000.00
PREPARATION OF STRUCTURE	EACH	1.000	1,000.00
AT STA. 1210+00		1.000	1,000.00
		0.000	0.00
0082                          4044.01	1,000.00	1.000	1,000.00
PREPARATION OF STRUCTURE	EACH	1.000	1,000.00
AT STA. 1232+50		1.000	1,000.00
		0.000	0.00
0083                          4044.02	1,000.00	1.000	1,000.00
PREPARATION OF STRUCTURE	EACH	1.000	1,000.00
AT STA. 1261+53		1.000	1,000.00
		0.000	0.00
0084                          4044.03	1,300.00	1.000	1,300.00
PREPARATION OF STRUCTURE	EACH	1.000	1,300.00
AT STA. 1267+25		1.000	1,300.00
		0.000	0.00
0085                          4050.01	26.00	397.000	10,322.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	291.000	7,566.00
		318.000	8,268.00
		0.000	0.00
0086                          4051.01	25.00	353.000	8,825.00
EXCAVATION FOR BOX CULVERTS	m3	546.000	13,650.00
		546.000	13,650.00
		0.000	0.00
0087                          4100.06	1,200.00	0.840	1,008.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0088                          4101.06	375.00	174.070	65,276.25
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	199.300	74,737.50
		198.651	74,494.13
		0.000	0.00
0089                          4107.07	1,000.00	0.800	800.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.800	800.00
		2.470	2,470.00
		0.000	0.00
0090                          4150.00	2.25	40.000	90.00
REINFORCING STEEL FOR HEADWALL	kg	0.000	0.00
		0.000	0.00
		0.000	0.00
0091                          4151.00	1.35	10,260.000	13,851.00
REINFORCING STEEL FOR BOX CULVERT	kg	12,127.000	16,371.45
		12,642.900	17,067.91
		0.000	0.00
0092                          4157.00	2.25	34.000	76.50
REINFORCING STEEL FOR COLLARS	kg	34.000	76.50
		91.000	204.75
		0.000	0.00
0093                          4310.24	275.00	5.000	1,375.00
600 mm FLARED-END SECTION	EACH	2.000	550.00
		3.000	825.00
		0.000	0.00
0094                          4310.36	425.00	2.000	850.00
900 mm FLARED-END SECTION	EACH	2.000	850.00
		2.000	850.00
		0.000	0.00
0095                          4310.48	700.00	1.000	700.00
1200 mm FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0096                          4320.36	850.00	2.000	1,700.00
900 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,700.00
		2.000	1,700.00
		0.000	0.00
0165                          P200.48	260.40	0.000	0.00
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	17.000	4,426.80
		17.000	4,426.80
		0.000	0.00
0166                          4310.48	981.75	0.000	0.00
1200 mm FLARED END SECTION	EACH	1.000	981.75
		1.000	981.75
		0.000	0.00
0167                          4030.08	189.00	0.000	0.00
REMOVE AND RELAYING	EACH	3.000	567.00
600 mm Flared End Sections		3.000	567.00
		0.000	0.00
4005                          0095.00	315.00	0.000	0.00
ADDITIONAL FREIGHT COSTS	LS	1.000	315.00
For Steel		1.000	315.00
		0.000	0.00
4006                          0030.02	4,725.00	0.000	0.00
REMOBILIZATION	LS	1.000	4,725.00
		1.000	4,725.00
		0.000	0.00
4007                          4044.00	2,123.625	0.000	0.00
PREPARATION OF STRUCTURE AT STATION	EACH	2.000	4,247.25
1267+.25		2.000	4,247.25
		0.000	0.00
4008                          5100.00	4,247.25	0.000	0.00
REMOVAL OF EXISTING STRUCTURES	EACH	1.000	4,247.25
Sta. 1267+25		1.000	4,247.25
		0.000	0.00
4009                          4300.24	35.47	0.000	0.00
600 mm CULVERT PIPE	m	25.600	908.03
Taken in stock not used		25.600	908.03
		0.000	0.00
GROUP 4 CULVERTS		Contracted	132,463.85
		Current	159,875.03
		In place	163,975.07
		This Estimate	0.00
GROUP 4A CULVERTS AT STA. 1221+77
0097                          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
0098                          4044.00	5,000.00	1.000	5,000.00
PREPARATION OF STRUCTURE	EACH	1.000	5,000.00
AT STA. 1221+77		1.000	5,000.00
		0.000	0.00
0099                          4051.01	25.00	152.000	3,800.00
EXCAVATION FOR BOX CULVERTS	m3	152.000	3,800.00
		152.000	3,800.00
		0.000	0.00
0100                          4101.06	360.00	129.100	46,476.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	129.100	46,476.00
		129.529	46,630.44
		0.000	0.00
0101                          4151.00	1.30	6,474.000	8,416.20
REINFORCING STEEL FOR BOX CULVERT	kg	6,474.000	8,416.20
		6,522.000	8,478.60
		0.000	0.00
GROUP 4A CULVERTS AT STA. 1221+77		Contracted	65,692.20
		Current	65,692.20
		In place	65,909.04
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 1250+88.276 LT
0102                          0030.60	17,000.00	1.000	17,000.00
MOBILIZATION	LS	1.000	17,000.00
		1.000	17,000.00
		0.000	0.00
0103                          1010.01	5.25	630.000	3,307.50
EXCAVATION (ESTABLISHED QUANTITY)	m3	630.000	3,307.50
		630.000	3,307.50
		0.000	0.00
0104                          3050.15	198.00	125.300	24,809.40
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	125.300	24,809.40
		125.300	24,809.40
		0.000	0.00
0105                          3051.10	1.25	8,150.000	10,187.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,150.000	10,187.50
		8,150.000	10,187.50
		0.000	0.00
0106                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0107                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0108                          6005.35	160.00	24.800	3,968.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	24.800	3,968.00
		24.800	3,968.00
		0.000	0.00
0109                          6005.60	180.00	8.000	1,440.00
ELASTOMERIC BEARING	EACH	8.000	1,440.00
		8.000	1,440.00
		0.000	0.00
0110                          6010.22	370.00	85.500	31,635.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	85.500	31,635.00
		85.500	31,635.00
		0.000	0.00
0111                          6010.26	380.00	64.100	24,358.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	99.100	37,658.00
		99.100	37,658.00
		0.000	0.00
0112                          6011.11	53,500.00	1.000	53,500.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	53,500.00
AT STA 1250+88.276		1.000	53,500.00
		0.000	0.00
0113                          6011.25	83,000.00	1.000	83,000.00
NU-DECK PANELS	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0114                          6080.00	4.50	1,915.000	8,617.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,915.000	8,617.50
		1,915.000	8,617.50
		0.000	0.00
0115                          6095.00	710.00	3.000	2,130.00
STEEL DIAPHRAGM	EACH	3.000	2,130.00
		3.000	2,130.00
		0.000	0.00
0116                          6105.02	34.00	472.000	16,048.00
ROCK RIPRAP, TYPE B	Mg	472.000	16,048.00
		535.683	18,213.22
		0.000	0.00
0117                          6131.50	1.25	15,090.000	18,862.50
EPOXY COATED REINFORCING STEEL	kg	14,955.000	18,693.75
		14,955.000	18,693.76
		0.000	0.00
0118                          6139.50	26.00	83.000	2,158.00
SUBSURFACE DRAINAGE MATTING	m2	83.000	2,158.00
		83.000	2,158.00
		0.000	0.00
0119                          6200.00	75.00	457.200	34,290.00
CONCRETE PILING	m	457.200	34,290.00
		343.350	25,751.25
		0.000	0.00
0120                          6310.00	94.00	305.900	28,754.60
STEEL SHEET PILING	m2	305.900	28,754.60
		279.970	26,317.18
		0.000	0.00
0121                          6801.21	1,000.00	3.000	3,000.00
GROUT FOR NU-DECK PANELS	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0122                          8091.00	28.00	180.000	5,040.00
GRANULAR BACKFILL	m3	180.000	5,040.00
		305.810	8,562.68
		0.000	0.00
0162                          6200.50	45.00	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	50.000	2,250.00
Metric Spec. 703.05, Para. 2		58.950	2,652.75
		0.000	0.00
0164                          6310.15	56.40	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	20.000	1,128.00
See Metric Spec 703.05 Para 2		18.564	1,047.01
		0.000	0.00
4000                          1043.50	2.625	0.000	0.00
FILTER FABRIC	m2	370.000	971.25
Rip Rap		537.030	1,409.70
		0.000	0.00
GROUP 6 BRIDGE AT STA. 1250+88.276 LT		Contracted	376,106.00
		Current	307,586.50
		In place	303,058.45
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 1250+88.276 RT
0123                          0030.60	17,000.00	1.000	17,000.00
MOBILIZATION	LS	1.000	17,000.00
		1.000	17,000.00
		0.000	0.00
0124                          1010.01	5.25	630.000	3,307.50
EXCAVATION (ESTABLISHED QUANTITY)	m3	630.000	3,307.50
		630.000	3,307.50
		0.000	0.00
0125                          3050.15	198.00	125.300	24,809.40
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	125.300	24,809.40
		125.300	24,809.40
		0.000	0.00
0126                          3051.10	1.25	8,150.000	10,187.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,150.000	10,187.50
		8,150.000	10,187.50
		0.000	0.00
0127                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0128                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0129                          6005.35	160.00	24.800	3,968.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	24.800	3,968.00
		24.800	3,968.00
		0.000	0.00
0130                          6005.60	180.00	8.000	1,440.00
ELASTOMERIC BEARING	EACH	8.000	1,440.00
		8.000	1,440.00
		0.000	0.00
0131                          6010.22	370.00	84.600	31,302.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	84.600	31,302.00
		84.600	31,302.00
		0.000	0.00
0132                          6010.26	380.00	99.100	37,658.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	99.100	37,658.00
		99.100	37,658.00
		0.000	0.00
0133                          6011.11	53,350.00	1.000	53,350.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	53,350.00
AT STA. 1250+88.276		1.000	53,350.00
		0.000	0.00
0134                          6040.00	16,000.00	1.000	16,000.00
REMOVE STRUCTURE	EACH	1.000	16,000.00
AT STA. 1250+88.276		1.000	16,000.00
		0.000	0.00
0135                          6080.00	4.50	1,915.000	8,617.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,915.000	8,617.50
		1,915.000	8,617.50
		0.000	0.00
0136                          6095.00	710.00	3.000	2,130.00
STEEL DIAPHRAGM	EACH	3.000	2,130.00
		3.000	2,130.00
		0.000	0.00
0137                          6104.00	13.00	351.000	4,563.00
BROKEN CONCRETE RIPRAP	Mg	351.000	4,563.00
		850.820	11,060.66
		0.000	0.00
0138                          6131.50	1.25	14,955.000	18,693.75
EPOXY COATED REINFORCING STEEL	kg	14,955.000	18,693.75
		14,955.000	18,693.75
		0.000	0.00
0139                          6139.50	26.00	83.000	2,158.00
SUBSURFACE DRAINAGE MATTING	m2	83.000	2,158.00
		83.000	2,158.00
		0.000	0.00
0140                          6200.00	75.00	457.200	34,290.00
CONCRETE PILING	m	457.200	34,290.00
		329.704	24,727.80
		0.000	0.00
0141                          6310.00	94.00	305.900	28,754.60
STEEL SHEET PILING	m2	305.900	28,754.60
		290.728	27,328.43
		0.000	0.00
0142                          8091.00	28.00	180.000	5,040.00
GRANULAR BACKFILL	m3	180.000	5,040.00
		180.000	5,040.00
		0.000	0.00
4001                          1043.50	2.625	0.000	0.00
FILTER FABRIC	m2	370.000	971.25
Rip Rap		537.030	1,409.70
		0.000	0.00
4011                          6200.50	45.00	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	1.500	67.50
Metric Spec. 703.05 Para2		14.508	652.86
		0.000	0.00
4012                          6310.15	56.40	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	10.000	564.00
See Metric Spec 703.05 Para 2		7.810	440.48
		0.000	0.00
4027                          9110.06	131.25	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	6.000	787.50
Removal of Bridge Approaches		6.000	787.50
		0.000	0.00
4029                          4045.00	3,064.41	0.000	0.00
REMOVE STRUCTURE	EACH	1.000	3,064.41
At abutment #1.		1.000	3,064.41
		0.000	0.00
GROUP 6A BRIDGE AT STA. 1250+88.276 RT		Contracted	307,269.25
		Current	312,723.91
		In place	309,133.49
		This Estimate	0.00
GROUP 7 GUARDRAIL
0143                          0030.70	1,750.00	1.000	1,750.00
MOBILIZATION	LS	1.000	1,750.00
		0.000	0.00
		0.000	0.00
0144                          7011.20	60.00	192.480	11,548.80
W-BEAM GUARDRAIL	m	192.480	11,548.80
		0.000	0.00
		0.000	0.00
0145                          7020.00	1,400.00	8.000	11,200.00
BRIDGE APPROACH SECTIONS	EACH	8.000	11,200.00
		0.000	0.00
		0.000	0.00
0146                          7021.70	1,750.00	4.000	7,000.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	7,000.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	31,498.80
		Current	31,498.80
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0147                          0001.08	0.50	30,755.000	15,377.50
BARRICADE, TYPE II	BDAY	30,755.000	15,377.50
		35,237.000	17,618.50
		2,060.000	1,030.00
0148                          0001.10	2.95	3,167.000	9,342.65
BARRICADE, TYPE III	BDAY	3,167.000	9,342.65
		21,088.000	62,209.60
		524.000	1,545.80
0149                          0001.30	1.59	1,250.000	1,987.50
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,250.000	1,987.50
		1,791.000	2,847.69
		0.000	0.00
0150                          0001.90	1.00	19,819.000	19,819.00
SIGN DAY	EACH	19,819.000	19,819.00
		45,781.000	45,781.00
		1,014.000	1,014.00
0151                          0002.30	1.50	1,500.000	2,250.00
PAVEMENT MARKING REMOVAL	m	1,500.000	2,250.00
		1,067.000	1,600.50
		0.000	0.00
0152                          0002.39	1.00	30,800.000	30,800.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	30,800.000	30,800.00
		3,672.900	3,672.90
		0.000	0.00
0153                          0002.97	9.45	851.000	8,041.95
FLASHING ARROW PANEL	DAY	851.000	8,041.95
		0.000	0.00
		0.000	0.00
0154                          0003.10	175.00	15.000	2,625.00
FLAGGING	DAY	15.000	2,625.00
		12.500	2,187.50
		4.500	787.50
0155                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0156                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0157                          1017.00	55,000.00	1.000	55,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	55,000.00
		0.980	53,900.00
		0.000	0.00
0158                          9110.01	75.00	10.000	750.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	750.00
		6.000	450.00
		0.000	0.00
0159                          9110.02	75.00	10.000	750.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	750.00
		13.000	975.00
		2.000	150.00
0160                          9110.03	60.00	10.000	600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	600.00
		14.000	840.00
		10.000	600.00
0161                          9110.07	55.00	10.000	550.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	550.00
		20.500	1,127.50
		15.500	852.50
0163                          9112.51	85.00	0.000	0.00
TWO PARTY SURVEY CREW	HOUR	6.000	510.00
Additional Survey Work		2.000	170.00
		0.000	0.00
4002                          0003.51	55.00	0.000	0.00
INSTALLING CONCRETE PROTECTION BARRIER	m	103.660	5,701.30
		103.660	5,701.30
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	159,393.60
		Current	165,604.90
		In place	210,581.49
		This Estimate	5,979.80
Totals for contract		Contracted	4,936,420.44
		Current	4,955,030.42
		In place	4,624,438.96
		This Estimate	165,443.84