Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4574
Estimate Number:	0037
Pay Period End Date:	12.18.2002

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	$4,950,249.85	$4,985,440.65	$-35,190.80
$4,916,303.63	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$4,950,249.85	$4,985,440.65	$-35,190.80
$4,936,420.44	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.69%	Net Earnings	$4,925,249.85	$4,960,440.65	-$35,190.80
	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	$-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	$4,925,112.82	$4,960,303.62	-$35,190.80
Project Manager			Div. Head/Dist. Eng.
Cuda, Bill	12.18.2002		Meyer, Keith	12.18.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.19.2002
Controller Div. Processed
Burling, Laurie	12.19.2002

		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
		355.850	2,135.10
		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
		4,541.800	7,312.29
		0.000	0.00

0006 L021.00	10.00	426.000	4,260.00
EROSION CHECKS	BALE	426.000	4,260.00
		365.000	3,650.00
		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
		1,241.100	8,141.62
		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
		88,501.000	100,891.14
		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
		995.545	995.55
		-0.010	-0.01

0017 1012.00	50.00	154.000	7,700.00
RIGHT-OF-WAY MARKERS	EACH	154.000	7,700.00
		81.000	4,050.00
		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
		84.000	336.00
		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
		177.300	1,063.80
		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
		110.400	3,698.40
		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	530,624.88
		This Estimate	-0.01

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
		196.000	4,312.00
		0.000	0.00

0035 2001.00	12.95	189.000	2,447.55
GRAVEL SURFACE COURSE	m3	189.000	2,447.55
		119.071	1,541.96
		10.000	129.50

0036 2009.10	575.00	3.057	1,757.78
GRAVEL EMBEDMENT	StaM	3.057	1,757.78
		0.730	419.75
		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		13,589.350	181,961.40
		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
		75,692.750	2,010,399.45
		-2.700	-71.71

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
		0.000	0.00

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
		1.000	2,500.00
		0.000	0.00

0048 7550.03	1.18	49,000.000	57,820.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	12,910.000	15,233.80
		12,292.050	14,504.62
		-6,174.220	-7,285.58

0049 7550.04	1.18	61,200.000	72,216.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	16,138.000	19,042.84
		15,987.860	18,865.68
		-7,884.680	-9,303.92

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
		120.000	9,000.00
		0.000	0.00

0052 8111.00	220.00	86.307	18,987.54
SHOULDER SUBGRADE PREPARATION	StaM	86.307	18,987.54
		92.095	20,260.90
		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		500.680	11,791.02
		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		243.184	8,158.82
		0.000	0.00

0055 9005.23	23.55	5,210.000	122,695.50
ASPHALTIC CONCRETE, TYPE SPS	Mg	5,210.000	122,695.50
		6,430.099	151,428.83
		0.000	0.00

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
		1,445.000	5,057.50
		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
		26.856	6,042.60
		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
		210.955	47,464.88
		0.000	0.00

0060 9034.00	2.50	1,445.000	3,612.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,445.000	3,612.50
		1,445.000	3,612.50
		0.000	0.00

0061 9053.00	0.26	16,230.000	4,219.80
TACK COAT	L	16,230.000	4,219.80
		4,487.000	1,166.62
		0.000	0.00

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	83.320	8,811.09
		94.593	10,003.21
		0.000	0.00

0064 9170.00	195.00	89.601	17,472.20
EARTH SHOULDER CONSTRUCTION	StaM	89.601	17,472.20
		89.751	17,501.45
		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
		0.000	0.00

0066 9179.23	250.00	77.320	19,330.00
COLD MILLING, CLASS 3	StaM	83.320	20,830.00
		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
		40.482	17,204.85
		0.002	0.85

0068 9185.76	50.00	83.320	4,166.00
RUMBLE STRIPS, ASPHALT	StaM	83.320	4,166.00
		79.875	3,993.75
		0.000	0.00

0069 9185.77	85.00	166.920	14,188.20
RUMBLE STRIPS, CONCRETE	StaM	166.920	14,188.20
		150.604	12,801.34
		0.000	0.00

0070 9188.50	25.00	356.000	8,900.00
SURFACING UNDER GUARDRAIL	m2	356.000	8,900.00
		197.733	4,943.33
		0.000	0.00

4003 9009.75	35.09	0.000	0.00
TEMPORARY SURFACING	m2	897.000	31,475.73
		1,894.902	66,492.11
		-0.001	-0.04

4004 2020.51	27.59	0.000	0.00
SURFACING	m2	1,462.000	40,336.58
205 mm surfacing		1,050.150	28,973.64
		-708.750	-19,554.41

4010 3300.60	0.975	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	0.000	0.00
Pay Factor 103.67%		0.000	0.00
		0.000	0.00

4030 2018.00	20.90	0.000	0.00
CRUSHED CONCRETE FOR TEMPORARY SURFACING	Mg	116.260	2,429.83
		116.260	2,429.83
		0.000	0.00

4031 3300.60	0.8393	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	0.000	0.00
103.16% Factor		0.000	0.00
		0.000	0.00

4032 3300.60	1.001	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	78,861.600	78,940.46
103.77% Pay Factor		78,861.600	78,940.46
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	3,379,146.58
		Current	3,362,504.27
		In place	3,323,795.25
		This Estimate	-36,085.31

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
		4.000	400.00
		1.000	100.00

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
		199.700	74,887.51
		1.049	393.38

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	164,468.45
		This Estimate	493.38

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
		245.570	6,875.96
		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		537.300	1,410.41
		0.270	0.71

GROUP 6 BRIDGE AT STA. 1250+88.276 LT		Contracted	376,106.00
		Current	307,586.50
		In place	301,372.44
		This Estimate	0.71

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
		290.729	27,328.52
		0.000	0.00

0142 8091.00	28.00	180.000	5,040.00
GRANULAR BACKFILL	m3	180.000	5,040.00
		226.000	6,328.00
		0.000	0.00

4001 1043.50	2.625	0.000	0.00
FILTER FABRIC	m2	370.000	971.25
Rip Rap		872.310	2,289.81
		0.000	0.00

4011 6200.50	45.00	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	14.508	652.86
Metric Spec. 703.05 Para2		17.792	800.64
		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	313,309.27
		In place	311,449.47
		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
		1.000	1,750.00
		0.000	0.00

0144 7011.20	60.00	192.480	11,548.80
W-BEAM GUARDRAIL	m	192.480	11,548.80
		204.950	12,297.00
		0.000	0.00

0145 7020.00	1,400.00	8.000	11,200.00
BRIDGE APPROACH SECTIONS	EACH	8.000	11,200.00
		8.000	11,200.00
		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
		4.000	7,000.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	31,498.80
		Current	31,498.80
		In place	32,247.00
		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
		39,652.000	19,826.00
		191.000	95.50

0148 0001.10	2.95	3,167.000	9,342.65
BARRICADE, TYPE III	BDAY	3,167.000	9,342.65
		21,804.000	64,321.80
		105.000	309.75

0149 0001.30	1.59	1,250.000	1,987.50
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,250.000	1,987.50
		1,857.000	2,952.63
		2.000	3.18

0150 0001.90	1.00	19,819.000	19,819.00
SIGN DAY	EACH	47,807.000	47,807.00
		47,799.000	47,799.00
		-8.000	-8.00

0151 0002.30	1.50	1,500.000	2,250.00
PAVEMENT MARKING REMOVAL	m	1,500.000	2,250.00
		1,672.300	2,508.45
		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
		4,364.140	4,364.14
		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
		0.000	0.00

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
		1.000	55,000.00
		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
		15.000	1,125.00
		0.000	0.00

0160 9110.03	60.00	10.000	600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	600.00
		14.000	840.00
		0.000	0.00

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
		0.000	0.00

0163 9112.51	85.00	0.000	0.00
TWO PARTY SURVEY CREW	HOUR	6.000	510.00
Additional Survey Work		8.000	680.00
		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	193,592.90
		In place	220,383.32
		This Estimate	400.43

Totals for contract		Contracted	4,936,420.44
		Current	4,916,303.64
		In place	4,950,249.85
		This Estimate	-35,190.80