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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	7510A
Estimate Number:	0017
Pay Period End Date:	06.08.2002

Contract Location:
FRANKLIN SOUTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	08.16.2001
129 E 2ND ST	Date Awarded:	08.23.2001
PO BOX 1087	Date Contract Executed:	08.29.2001
	Date Notice to Proceed:	08.29.2001
HASTINGS NE 68902-1087	Date Work Began:	09.10.2001
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
FRANKLIN

Project Number		PCT			Fed State Project Number		Description
70510A 000		0.000			EACSTPD/BR-10-1(110)		GR CULV SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,230,108.06	$2,034,806.93	$195,301.13
$3,818,027.09	Stockpiled Materials	$2,157.20	$2,157.20	$.00
Original Contract Amt	Gross Earnings	$2,232,265.26	$2,036,964.13	$195,301.13
$3,774,917.37	Retainage	$-22,301.08	$-20,348.07	$-1,953.01
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
58.41%	Net Earnings	$2,209,964.18	$2,016,616.06	$193,348.12
	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	$-1,227.44	$-1,227.44	$.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	-$1,227.44	-$1,227.44	$.00
	Payment	$2,208,736.74	$2,015,388.62	$193,348.12
Project Manager			Div. Head/Dist. Eng.
Quinn, Jerry	06.10.2002		Knott, James	06.10.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.11.2002
Controller Div. Processed
Burling, Laurie	06.13.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	24,588.55	181417
		Epoxy Coated Resteel(delivered only)
		Total for estimate 0006:	24,588.55
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-5,049.83	181417
		Epoxy Coated Resteel(delivered only)
		Total for estimate 0007:	-5,049.83
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-496.92	181417
		Epoxy Coated Resteel(delivered only)
		Total for estimate 0008:	-496.92
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-5,049.83	181417
		Epoxy Coated Resteel(delivered only)
		Total for estimate 0009:	-5,049.83
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,272.63	181417
		Epoxy Coated Resteel(delivered only)
		Total for estimate 0010:	-3,272.63
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,274.12	181417
		Epoxy Coated Resteel(delivered only)
		Total for estimate 0011:	-2,274.12
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0102	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Initial Payment	2,157.21	568833
		Precomp.Poly Foam Joint(Delivered Only)
0103	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	9,337.08	13468
		Expansion Bearing, TFE Type(Delivered Only)
0104	6005.83	FIXED BEARING
		S.P. Initial Payment	2,167.68	13468
		Fixed Bearing(Delivered Only)
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,043.67	181417
		Epoxy Coated Resteel(delivered only)
0117	6951.12	SHEAR CONNECTORS
		S.P. Initial Payment	2,449.44	15-S-02
		Shear Connectors(Delivered Only)
		Total for estimate 0012:	10,067.74
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0103	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-9,337.08	13468
		Expansion Bearing, TFE Type(Delivered Only)
0104	6005.83	FIXED BEARING
		S.P. Adjustment	-2,167.68	13468
		Fixed Bearing(Delivered Only)
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-979.88	181417
		Epoxy Coated Resteel(delivered only)
		Total for estimate 0013:	-12,484.64
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,419.76	181417
		Epoxy Coated Resteel(delivered only)
0117	6951.12	SHEAR CONNECTORS
		S.P. Adjustment	-2,449.44	15-S-02
		Shear Connectors(Delivered Only)
		Total for estimate 0014:	-3,869.20
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0112	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1.92	181417
		Epoxy Coated Resteel(delivered only)
		Total for estimate 0015:	-1.92
		Total remaining for contract:	2,157.20

			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	45.00	72.200	3,249.00
COVER CROP SEEDING	ACRE	72.200	3,249.00
		15.930	716.85
		12.060	542.70
0002                          L020.01	3.50	20,725.000	72,537.50
EROSION CONTROL, TYPE A	SY	20,725.000	72,537.50
		0.000	0.00
		0.000	0.00
0003                          L020.03	2.10	4,745.000	9,964.50
EROSION CONTROL, TYPE C	SY	4,745.000	9,964.50
		0.000	0.00
		0.000	0.00
0004                          L020.08	3.50	7,481.000	26,183.50
EROSION CONTROL, TYPE AA	SY	7,481.000	26,183.50
		4,782.670	16,739.35
		1,115.720	3,905.02
0005                          L020.09	10.50	1,095.000	11,497.50
EROSION CONTROL, TYPE AAA	SY	1,095.000	11,497.50
		158.330	1,662.47
		0.000	0.00
0006                          L020.10	1.50	520.000	780.00
EROSION CONTROL, TYPE HV	SY	520.000	780.00
		0.000	0.00
		0.000	0.00
0007                          L021.01	18.00	649.000	11,682.00
EROSION CHECKS, TYPE A	BALE	649.000	11,682.00
		0.000	0.00
		0.000	0.00
0008                          L021.03	18.00	266.000	4,788.00
EROSION CHECKS, TYPE C	BALE	266.000	4,788.00
		0.000	0.00
		0.000	0.00
0009                          L021.06	18.00	42.000	756.00
EROSION CHECKS, TYPE HV	BALE	42.000	756.00
		0.000	0.00
		0.000	0.00
0010                          L021.11	18.00	569.000	10,242.00
EROSION CHECKS, TYPE ST-A	BALE	569.000	10,242.00
		0.000	0.00
		0.000	0.00
0011                          L021.13	18.00	210.000	3,780.00
EROSION CHECKS, TYPE ST-AA	BALE	210.000	3,780.00
		282.000	5,076.00
		78.000	1,404.00
0012                          L021.14	18.00	119.000	2,142.00
EROSION CHECKS, TYPE ST-C	BALE	119.000	2,142.00
		0.000	0.00
		0.000	0.00
0013                          L021.21	18.00	533.000	9,594.00
EROSION CHECKS, TYPE AA	BALE	533.000	9,594.00
		268.000	4,824.00
		0.000	0.00
0014                          L021.22	18.00	90.000	1,620.00
EROSION CHECKS, TYPE AAA	BALE	90.000	1,620.00
		0.000	0.00
		0.000	0.00
0015                          L022.11	2.10	8,495.000	17,839.50
FABRIC SILT FENCE-LOW POROSITY	LF	8,495.000	17,839.50
		6,798.500	14,276.85
		0.000	0.00
0016                          L022.75	7.00	8,064.000	56,448.00
TEMPORARY SILT CHECK	LF	8,064.000	56,448.00
		843.000	5,901.00
		0.000	0.00
0017                          0030.10	7,000.00	1.000	7,000.00
MOBILIZATION	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0018                          1009.00	30,000.00	1.000	30,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	30,000.00
		0.900	27,000.00
		0.000	0.00
0019                          1010.00	0.89	489,862.000	435,977.18
EXCAVATION	CY	489,862.000	435,977.18
		376,506.000	335,090.34
		52,074.000	46,345.86
0020                          1010.01	1.45	27,620.000	40,049.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	27,620.000	40,049.00
		0.000	0.00
		0.000	0.00
0021                          1010.10	2.00	54,237.000	108,474.00
EXCAVATION, BORROW	CY	66,560.000	133,120.00
		57,282.000	114,564.00
		6,300.000	12,600.00
0022                          1011.00	7.50	4,520.000	33,900.00
WATER	MGAL	4,520.000	33,900.00
		7,302.500	54,768.76
		227.200	1,704.00
0023                          1012.00	40.00	99.000	3,960.00
RIGHT-OF-WAY MARKERS	EACH	99.000	3,960.00
		81.000	3,240.00
		0.000	0.00
0024                          1041.00	0.35	10,067.200	3,523.52
SALVAGING AND PLACING TOPSOIL	SY	10,067.200	3,523.52
		10,067.200	3,523.52
		0.000	0.00
0025                          1102.00	0.50	5,591.000	2,795.50
REMOVE ASPHALT SURFACE	SY	5,591.000	2,795.50
		665.898	332.95
		0.000	0.00
0026                          1701.24	11.50	296.000	3,404.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	296.000	3,404.00
		42.000	483.00
		0.000	0.00
0027                          1701.36	20.00	84.000	1,680.00
36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	84.000	1,680.00
		84.000	1,680.00
		0.000	0.00
0028                          4040.00	100.00	1.000	100.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	100.00
		1.000	100.00
		0.000	0.00
0029                          7017.00	0.50	4,594.000	2,297.00
REMOVE GUARDRAIL	LF	4,594.000	2,297.00
		3,590.500	1,795.25
		0.000	0.00
0030                          9110.09	50.00	20.000	1,000.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	20.000	1,000.00
		18.500	925.00
		0.000	0.00
4008                          1010.50	1.78	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	CY	726.000	1,292.28
Removal of Unsuitable Material		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	917,263.70
		Current	943,201.98
		In place	599,699.34
		This Estimate	66,501.58
GROUP 4 CULVERTS
0031                          P255.24	24.00	295.000	7,080.00
24" CULVERT PIPE, TYPE 4 OR 5	LF	295.000	7,080.00
		370.000	8,880.00
		0.000	0.00
0032                          P255.48	64.00	257.000	16,448.00
48" CULVERT PIPE, TYPE 4 OR 5	LF	257.000	16,448.00
		254.000	16,256.00
		0.000	0.00
0033                          P300.24	25.00	10.000	250.00
24" CULVERT PIPE, TYPE 3,4 OR 5	LF	10.000	250.00
		10.000	250.00
		0.000	0.00
0034                          P314.36	43.00	256.000	11,008.00
36" CULVERT PIPE, TYPE 4,5 OR 6	LF	256.000	11,008.00
		152.000	6,536.00
		0.000	0.00
0035                          P402.24	17.00	717.000	12,189.00
24" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	717.000	12,189.00
		715.000	12,155.00
		0.000	0.00
0036                          0030.40	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0037                          1043.50	3.00	62.000	186.00
RIPRAP FILTER FABRIC	SY	62.000	186.00
		78.330	234.99
		0.000	0.00
0038                          1117.00	350.00	3.000	1,050.00
REMOVE MANHOLE	EACH	3.000	1,050.00
		0.000	0.00
		0.000	0.00
0039                          4040.00	83.00	18.000	1,494.00
REMOVE HEADWALLS FROM CULVERTS	EACH	18.000	1,494.00
		18.000	1,494.00
		0.000	0.00
0040                          4044.00	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 423+66.2		1.000	2,000.00
		0.000	0.00
0041                          4050.01	11.00	1,977.000	21,747.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	2,017.000	22,187.00
		1,999.000	21,989.00
		0.000	0.00
0042                          4051.01	15.00	247.000	3,705.00
EXCAVATION FOR BOX CULVERTS	CY	247.000	3,705.00
		247.000	3,705.00
		0.000	0.00
0043                          4100.06	500.00	5.300	2,650.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL	CY	6.170	3,085.00
		5.070	2,535.00
		0.000	0.00
0044                          4101.06	269.00	259.000	69,671.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	256.120	68,896.28
		256.120	68,896.28
		0.000	0.00
0045                          4120.06	374.00	4.620	1,727.88
CLASS 47B-3000 OR AX-3000 FOR CONCRETE BOX CULVERT PLUG	CY	4.620	1,727.88
		2.670	998.58
		0.000	0.00
0046                          4150.00	1.00	472.000	472.00
REINFORCING STEEL FOR HEADWALL	LB	621.000	621.00
		690.000	690.00
		0.000	0.00
0047                          4151.00	0.55	30,667.000	16,866.85
REINFORCING STEEL FOR BOX CULVERT	LB	30,238.000	16,630.90
		30,238.000	16,630.90
		0.000	0.00
0048                          4310.24	175.00	9.000	1,575.00
24" FLARED-END SECTION	EACH	9.000	1,575.00
		9.000	1,575.00
		0.000	0.00
0049                          4310.36	400.00	4.000	1,600.00
36" FLARED-END SECTION	EACH	4.000	1,600.00
		2.000	800.00
		0.000	0.00
0050                          4310.48	750.00	1.000	750.00
48" FLARED-END SECTION	EACH	3.000	2,250.00
		3.000	2,250.00
		0.000	0.00
0051                          6105.01	50.00	20.000	1,000.00
ROCK RIPRAP, TYPE A	TON	20.000	1,000.00
		29.170	1,458.50
		0.000	0.00
4000                          4050.02	11.00	0.000	0.00
ADDITIONAL EXCAVATION FOR BACKFILL AND EMBANKMENT FOR PIPEAND PIPE-ARCH CULVERTS AND HEADWALLS	CY	200.000	2,200.00
Add.Exc for Emb.&Backfill for Culvts.&Hdwlls		185.000	2,035.00
		0.000	0.00
4001                          P402.36	38.33	0.000	0.00
36" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	104.560	4,007.78
36" Culvert Pipe, Type 3,4,5 or 6		104.000	3,986.32
		0.000	0.00
4002                          P402.48	56.70	0.000	0.00
48" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	20.000	1,134.00
48" Culvert Pipe, Type 3, 4, 5 or 6		20.000	1,134.00
		0.000	0.00
4004                          4018.50	577.50	0.000	0.00
TAPPING EXISTING PIPE	EACH	1.000	577.50
Tap 36" Pipe into 48" Pipe(Corr.Metal)		1.000	577.50
		0.000	0.00
4006                          4036.00	278.25	0.000	0.00
REMOVE AND REINSTALL METAL FLARED END SECTIONS	EACH	2.000	556.50
Remove and Reinstall Metal FES		2.000	556.50
		0.000	0.00
GROUP 4 CULVERTS		Contracted	178,469.73
		Current	188,458.84
		In place	182,623.57
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 298+15
0052                          0030.40	18,000.00	1.000	18,000.00
MOBILIZATION	LS	1.000	18,000.00
		1.000	18,000.00
		1.000	18,000.00
0053                          4051.01	22.35	355.000	7,934.25
EXCAVATION FOR BOX CULVERTS	CY	660.000	14,751.00
		627.000	14,013.45
		627.000	14,013.45
0054                          4101.06	250.00	545.380	136,345.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	513.140	128,285.00
		246.240	61,560.00
		246.240	61,560.00
0055                          4151.00	0.47	53,311.000	25,056.17
REINFORCING STEEL FOR BOX CULVERT	LB	64,045.000	30,101.15
		27,895.860	13,111.05
		27,895.860	13,111.05
0056                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 298+24		0.900	9,000.00
		0.150	1,500.00
4007                          4051.12	25.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	240.000	6,000.00
Gran Material for Found of Box Clulvert		0.000	0.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 298+15		Contracted	197,335.42
		Current	207,137.15
		In place	115,684.50
		This Estimate	108,184.50
GROUP 5 SEEDING
0057                          L001.01	519.00	62.600	32,489.40
SEEDING, TYPE A	ACRE	62.600	32,489.40
		0.000	0.00
		0.000	0.00
0058                          L001.02	389.00	9.600	3,734.40
SEEDING, TYPE B	ACRE	9.600	3,734.40
		0.000	0.00
		0.000	0.00
0059                          L001.19	1,200.00	2.080	2,496.00
SEEDING, TYPE WETLAND-LOW	ACRE	2.080	2,496.00
		0.000	0.00
		0.000	0.00
0060                          L032.75	70.00	162.500	11,375.00
MULCH	TON	162.500	11,375.00
		0.000	0.00
		0.000	0.00
0061                          0030.50	200.00	1.000	200.00
MOBILIZATION	LS	1.000	200.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	50,294.80
		Current	50,294.80
		In place	0.00
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 387+17
0090                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		470.000	376.00
		0.000	0.00
0091                          0030.60	105,000.00	1.000	105,000.00
MOBILIZATION	LS	1.000	105,000.00
		1.000	105,000.00
		0.000	0.00
0092                          1010.01	2.60	910.000	2,366.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	910.000	2,366.00
		0.000	0.00
		0.000	0.00
0093                          1043.50	2.50	1,200.000	3,000.00
RIPRAP FILTER FABRIC	SY	1,200.000	3,000.00
		255.720	639.30
		0.000	0.00
0094                          3050.15	145.00	172.000	24,940.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	172.000	24,940.00
		167.580	24,299.10
		4.810	697.45
0095                          3051.10	0.55	20,675.000	11,371.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	20,675.000	11,371.25
		17,615.000	9,688.26
		0.000	0.00
0096                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0097                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0098                          6000.22	16,000.00	1.000	16,000.00
PIER NO.3 EXCAVATION	LS	1.000	16,000.00
		1.000	16,000.00
		0.000	0.00
0099                          6000.23	16,000.00	1.000	16,000.00
PIER NO.4 EXCAVATION	LS	1.000	16,000.00
		1.000	16,000.00
		0.000	0.00
0100                          6000.60	16,000.00	1.000	16,000.00
PIER NO.1 EXCAVATION	LS	1.000	16,000.00
		1.000	16,000.00
		0.000	0.00
0101                          6000.61	16,000.00	1.000	16,000.00
PIER NO.2 EXCAVATION	LS	1.000	16,000.00
		1.000	16,000.00
		0.000	0.00
0102                          6005.35	45.00	83.290	3,748.05
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	83.290	3,748.05
		0.000	0.00
		0.000	0.00
0103                          6005.78	1,050.00	12.000	12,600.00
EXPANSION BEARING, TFE TYPE	EACH	12.000	12,600.00
		12.000	12,600.00
		0.000	0.00
0104                          6005.83	740.00	4.000	2,960.00
FIXED BEARING	EACH	4.000	2,960.00
		4.000	2,960.00
		0.000	0.00
0105                          6010.22	385.00	609.600	234,696.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	609.600	234,696.00
		610.770	235,146.45
		0.000	0.00
0106                          6010.26	390.00	510.000	198,900.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	510.000	198,900.00
		492.330	192,008.70
		40.810	15,915.90
0107                          6030.05	54,000.00	1.000	54,000.00
PREPARATION OF BRIDGE	EACH	1.000	54,000.00
AT STA. 385+81-50' LT.		0.000	0.00
		0.000	0.00
0108                          6071.12	272,000.00	1.000	272,000.00
STEEL SUPERSTRUCTURE	LS	1.000	272,000.00
AT STA. 387+17		1.000	272,000.00
		0.000	0.00
0109                          6080.00	1.80	7,145.000	12,861.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	7,145.000	12,861.00
		7,145.000	12,860.99
		0.000	0.00
0110                          6081.00	1.80	5,615.000	10,107.00
STRUCTURAL STEEL FOR SUPERSTRUCTURE	LB	5,615.000	10,107.00
		4,871.000	8,767.80
		0.000	0.00
0111                          6105.02	40.00	280.000	11,200.00
ROCK RIPRAP, TYPE B	TON	280.000	11,200.00
		239.730	9,589.20
		0.000	0.00
0112                          6131.50	0.55	203,110.000	111,710.50
EPOXY COATED REINFORCING STEEL	LB	203,110.000	111,710.50
		190,880.000	104,984.01
		0.000	0.00
0113                          6210.12	16.00	1,920.000	30,720.00
HP 10"X42# STEEL PILING	LF	1,799.000	28,784.00
		1,775.530	28,408.48
		0.000	0.00
0114                          6210.14	18.00	2,880.000	51,840.00
HP 12"X53# STEEL PILING	LF	2,680.000	48,240.00
		2,603.640	46,865.52
		0.000	0.00
0115                          6310.00	11.00	4,495.200	49,447.20
STEEL SHEET PILING	SF	4,495.200	49,447.20
		4,495.200	49,447.20
		0.000	0.00
0116                          6430.20	13.30	7,500.000	99,750.00
PAINTING STRUCTURE (OVER COAT) AT	SF	7,500.000	99,750.00
STA. 387+17		0.000	0.00
		0.000	0.00
0117                          6951.12	3.25	3,888.000	12,636.00
SHEAR CONNECTORS	EACH	3,888.000	12,636.00
		3,888.000	12,636.00
		0.000	0.00
0118                          8091.00	22.00	155.000	3,410.00
GRANULAR BACKFILL	CY	155.000	3,410.00
		155.000	3,410.00
		0.000	0.00
4003                          6210.34	10.80	0.000	0.00
PAY CUT-OFF FOR 12"X53# STEEL PILING	LF	200.000	2,160.00
703.05 Para.2, 1997 English Specifications		276.360	2,984.69
		0.000	0.00
4005                          6210.32	9.60	0.000	0.00
PAY CUT-OFF 10" X 42# STEEL PILING	LF	121.000	1,161.60
703.05 Para.2, 1997 English Specifications		144.470	1,386.92
		0.000	0.00
GROUP 6A BRIDGE AT STA. 387+17		Contracted	1,392,063.00
		Current	1,389,848.60
		In place	1,208,058.62
		This Estimate	16,613.35
GROUP 7 GUARDRAIL
0119                          0030.70	750.00	1.000	750.00
MOBILIZATION	LS	1.000	750.00
		0.000	0.00
		0.000	0.00
0120                          7011.20	15.00	125.000	1,875.00
W-BEAM GUARDRAIL	LF	125.000	1,875.00
		0.000	0.00
		0.000	0.00
0121                          7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		0.000	0.00
		0.000	0.00
0122                          7021.70	1,650.00	4.000	6,600.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,600.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	14,225.00
		Current	14,225.00
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0123                          P402.15	35.00	804.000	28,140.00
15" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	804.000	28,140.00
		0.000	0.00
		0.000	0.00
0124                          P402.24	45.00	264.000	11,880.00
24" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	264.000	11,880.00
		0.000	0.00
		0.000	0.00
0125                          0002.76	0.07	45,000.000	3,150.00
PERMANENT PAVEMENT MARKING PAINT	LF	45,000.000	3,150.00
		0.000	0.00
		0.000	0.00
0126                          0030.90	52,000.00	1.000	52,000.00
MOBILIZATION	LS	1.000	52,000.00
		0.500	26,000.00
		0.000	0.00
0127                          1020.03	15.00	56.000	840.00
DELINEATOR, TYPE III	EACH	56.000	840.00
		0.000	0.00
		0.000	0.00
0128                          2001.00	6.75	2,789.000	18,825.75
GRAVEL SURFACE COURSE	CY	2,729.000	18,420.75
		1,226.820	8,281.05
		140.340	947.30
0129                          2009.10	70.00	33.603	2,352.21
GRAVEL EMBEDMENT	STA	33.603	2,352.21
		12.750	892.50
		6.720	470.40
0130                          4015.00	375.00	5.000	1,875.00
ADJUST MANHOLE TO GRADE	EACH	5.000	1,875.00
		0.000	0.00
		0.000	0.00
0131                          4024.55	45.00	144.000	6,480.00
FLUME SPILLWAY	LF	144.000	6,480.00
		0.000	0.00
		0.000	0.00
0132                          4024.70	1,600.00	16.000	25,600.00
CONCRETE FLUME, TYPE I	EACH	16.000	25,600.00
		0.000	0.00
		0.000	0.00
0133                          4024.73	1,500.00	14.000	21,000.00
CONCRETE FLUME, TYPE IV	EACH	14.000	21,000.00
		0.000	0.00
		0.000	0.00
0134                          4024.75	1,500.00	4.000	6,000.00
CONCRETE FLUME, TYPE VI	EACH	4.000	6,000.00
		0.000	0.00
		0.000	0.00
0135                          8029.84	1.65	50,514.000	83,348.10
BITUMINOUS FOUNDATION COURSE 4"	SY	50,514.000	83,348.10
		0.000	0.00
		0.000	0.00
0136                          9000.75	17.89	500.000	8,945.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	TON	500.000	8,945.00
SP2(0.5)		0.000	0.00
		0.000	0.00
0137                          9005.00	32.89	50.000	1,644.50
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	50.000	1,644.50
SP2(0.5)		0.000	0.00
		0.000	0.00
0138                          9005.30	17.89	19,790.000	354,043.10
ASPHALTIC CONCRETE, TYPE SP2(0.5)	TON	19,790.000	354,043.10
		0.000	0.00
		0.000	0.00
0139                          9009.00	2.50	2,470.000	6,175.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	2,470.000	6,175.00
		0.000	0.00
		0.000	0.00
0140                          9020.91	161.00	27.000	4,347.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	TON	27.000	4,347.00
		0.000	0.00
		0.000	0.00
0141                          9021.01	161.00	1,071.360	172,488.96
PERFORMANCE GRADED BINDER (64-22)	TON	1,071.360	172,488.96
		0.000	0.00
		0.000	0.00
0142                          9030.00	1.50	11,918.000	17,877.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	LF	11,918.000	17,877.00
		0.000	0.00
		0.000	0.00
0143                          9034.00	2.50	1,964.000	4,910.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	1,964.000	4,910.00
		0.000	0.00
		0.000	0.00
0144                          9053.00	1.00	7,490.000	7,490.00
TACK COAT	GAL	7,490.000	7,490.00
		0.000	0.00
		0.000	0.00
0145                          9111.00	7.50	239.000	1,792.50
WATER	MGAL	239.000	1,792.50
		0.000	0.00
		0.000	0.00
0146                          9170.00	40.00	346.897	13,875.88
EARTH SHOULDER CONSTRUCTION	STA	346.897	13,875.88
		0.000	0.00
		0.000	0.00
0147                          9173.15	75.00	45.600	3,420.00
TRENCHED WIDENING	STA	45.600	3,420.00
		0.000	0.00
		0.000	0.00
0148                          9173.20	0.98	50,514.000	49,503.72
SUBGRADE PREPARATION	SY	50,514.000	49,503.72
		0.000	0.00
		0.000	0.00
0149                          9179.23	165.00	27.800	4,587.00
COLD MILLING, CLASS 3	STA	27.800	4,587.00
		0.000	0.00
		0.000	0.00
0150                          9179.24	425.00	123.120	52,326.00
COLD MILLING, CLASS 4	STA	123.120	52,326.00
		122.300	51,977.50
		0.000	0.00
0151                          9188.50	20.00	243.000	4,860.00
SURFACING UNDER GUARDRAIL	SY	243.000	4,860.00
		0.000	0.00
		0.000	0.00
0152                          9300.50	2,000.00	1.000	2,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,000.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	971,776.72
		Current	971,371.72
		In place	87,151.05
		This Estimate	1,417.70
GROUP 10 GENERAL ITEMS
0153                          0001.08	0.50	1,680.000	840.00
BARRICADE, TYPE II	BDAY	1,680.000	840.00
		3,298.000	1,649.00
		140.000	70.00
0154                          0001.10	3.00	962.000	2,886.00
BARRICADE, TYPE III	BDAY	962.000	2,886.00
		2,725.000	8,175.00
		392.000	1,176.00
0155                          0001.30	3.00	782.000	2,346.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	782.000	2,346.00
		682.000	2,046.00
		56.000	168.00
0156                          0001.75	5.50	240.000	1,320.00
TEMPORARY SIGN DAY	EACH	240.000	1,320.00
		0.000	0.00
		0.000	0.00
0157                          0001.90	0.50	14,300.000	7,150.00
SIGN DAY	EACH	14,300.000	7,150.00
		11,383.000	5,691.50
		1,350.000	675.00
0158                          0002.30	0.75	400.000	300.00
PAVEMENT MARKING REMOVAL	LF	400.000	300.00
		1,129.300	846.98
		0.000	0.00
0159                          0002.31	1.10	1,000.000	1,100.00
TEMPORARY PAVEMENT MARKING	LF	1,000.000	1,100.00
		1,775.000	1,952.50
		0.000	0.00
0160                          0002.55	9.00	370.880	3,337.92
OVERLAY BROKEN LINES	STA	370.880	3,337.92
		0.000	0.00
		0.000	0.00
0161                          0002.60	8.00	741.760	5,934.08
OVERLAY SOLID LINES	STA	741.760	5,934.08
		0.000	0.00
		0.000	0.00
0162                          0003.10	175.00	20.000	3,500.00
FLAGGING	DAY	20.000	3,500.00
		7.000	1,225.00
		0.000	0.00
0163                          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
0164                          0030.00	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0165                          9110.01	60.00	95.000	5,700.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	95.000	5,700.00
		19.000	1,140.00
		0.000	0.00
0166                          9110.02	75.00	60.000	4,500.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	60.000	4,500.00
		115.000	8,625.00
		6.600	495.00
0167                          9110.03	45.00	95.000	4,275.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	95.000	4,275.00
		12.000	540.00
		0.000	0.00
0168                          9110.07	40.00	95.000	3,800.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	95.000	3,800.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	53,489.00
		Current	53,489.00
		In place	36,890.98
		This Estimate	2,584.00
Totals for contract		Contracted	3,774,917.37
		Current	3,818,027.09
		In place	2,230,108.06
		This Estimate	195,301.13