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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2951 AMES CONSTRUCTION, INC.
Contract ID:	5823
Estimate Number:	0003
Pay Period End Date:	09.20.2003

Contract Location:
SCOTTSBLUFF-GERING BYPASS	Estimate Type:	PROG
Contractor:
AMES CONSTRUCTION, INC.	Date Let:	06.26.2003
2000 AMES DR	Date Awarded:	07.03.2003
	Date Contract Executed:	07.16.2003
	Date Notice to Proceed:	07.16.2003
BURNSVILLE MN 55306	Date Work Began:	08.04.2003
Phone:	Date Physical Work Completed:
(952)435-7106	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE & MARINE INSURANCE COMPANY

Counties
SCOTTS BLUFF

Project Number		PCT			Fed State Project Number		Description
50823 000		0.000			F-71-3(1026)		GR CULV SEED BR

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$962,816.84	$407,684.99	$555,131.85
$17,270,595.51	Stockpiled Materials	$105,016.94	$117,770.50	$-12,753.56
Original Contract Amt	Gross Earnings	$1,067,833.78	$525,455.49	$542,378.29
$17,270,595.51	Retainage	$-9,628.17	$-4,076.85	$-5,551.32
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
5.57%	Net Earnings	$1,058,205.61	$521,378.64	$536,826.97
	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	$808.57	$471.88	$336.69
	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	$808.57	$471.88	$336.69
	Payment	$1,059,014.18	$521,850.52	$537,163.66
Project Manager			Div. Head/Dist. Eng.
Applegate, Joe	09.23.2003		Hoevet, Doug	09.23.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.23.2003
Controller Div. Processed
Burling, Laurie	09.23.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0288	6210.50	PIPE PILING
		S.P. Initial Payment	19,641.70	0751558
		Pipe Piling
0290	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	13,794.00	0751558
		Sheet Piling
0308	6210.50	PIPE PILING
		S.P. Initial Payment	19,641.70	0751558
		Pipe Piling
0310	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	13,794.00	0751558
		Sheet Pile
0366	6210.50	PIPE PILING
		S.P. Initial Payment	50,899.10	0751558
		Pipe Piling
		Total for estimate 0002:	117,770.50
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0288	6210.50	PIPE PILING
		S.P. Adjustment	-6,349.01	0751558
		Pipe Piling
0308	6210.50	PIPE PILING
		S.P. Adjustment	-6,404.55	0751558
		Pipe Piling
		Total for estimate 0003:	-12,753.56
		Total remaining for contract:	105,016.94

			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                          0030.10	600,000.00	1.000	600,000.00
MOBILIZATION	LS	1.000	600,000.00
		0.500	300,000.00
		0.500	300,000.00
0002                          1000.00	120.00	29.000	3,480.00
LARGE TREE REMOVAL	EACH	29.000	3,480.00
		12.000	1,440.00
		0.000	0.00
0003                          1009.00	25,000.00	1.000	25,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	25,000.00
		0.100	2,500.00
		0.000	0.00
0004                          1010.00	1.60	1,411,543.000	2,258,468.80
EXCAVATION	CY	1,411,543.000	2,258,468.80
		137,046.500	219,274.40
		57,066.500	91,306.40
0005                          1010.10	1.60	1,693,092.000	2,708,947.20
EXCAVATION, BORROW	CY	1,693,092.000	2,708,947.20
		0.000	0.00
		0.000	0.00
0006                          1011.00	8.00	46,570.000	372,560.00
WATER	MGAL	46,570.000	372,560.00
		21,217.900	169,743.20
		4,004.000	32,032.00
0007                          1011.50	102.00	200.000	20,400.00
DISCING	HOUR	200.000	20,400.00
		0.000	0.00
		0.000	0.00
0008                          1012.00	88.00	200.000	17,600.00
RIGHT-OF-WAY MARKERS	EACH	200.000	17,600.00
		41.000	3,608.00
		0.000	0.00
0009                          1041.00	0.25	379,700.000	94,925.00
SALVAGING AND PLACING TOPSOIL	SY	379,700.000	94,925.00
		0.000	0.00
		0.000	0.00
0010                          1041.10	1.39	7,852.000	10,914.28
SALVAGING AND STOCKPILING TOPSOIL	CY	7,852.000	10,914.28
		0.000	0.00
		0.000	0.00
0011                          1090.00	900.00	3.000	2,700.00
ABANDON WELLS	EACH	3.000	2,700.00
		0.000	0.00
		0.000	0.00
0012                          1124.00	400.00	1.000	400.00
REMOVE BUILDING	EACH	1.000	400.00
AT STA. 8+73 RT.		0.000	0.00
		0.000	0.00
0013                          1124.01	400.00	1.000	400.00
REMOVE BUILDING	EACH	1.000	400.00
AT STA. 9+08 LT.		0.000	0.00
		0.000	0.00
0014                          1124.02	400.00	1.000	400.00
REMOVE BUILDING	EACH	1.000	400.00
AT STA. 9+32 RT.		0.000	0.00
		0.000	0.00
0015                          1124.03	400.00	1.000	400.00
REMOVE BUILDING	EACH	1.000	400.00
AT STA. 9+49 LT.		0.000	0.00
		0.000	0.00
0016                          1124.04	400.00	1.000	400.00
REMOVE BUILDING	EACH	1.000	400.00
AT STA. 401+00 LT.		0.000	0.00
		0.000	0.00
0017                          1124.05	560.00	1.000	560.00
REMOVE BUILDING	EACH	1.000	560.00
AT STA. 3050+70 RT.		0.000	0.00
		0.000	0.00
0018                          1124.06	870.00	1.000	870.00
REMOVE BUILDING	EACH	1.000	870.00
AT STA. 3176+00 RT.		0.000	0.00
		0.000	0.00
0019                          1124.07	400.00	1.000	400.00
REMOVE BUILDING	EACH	1.000	400.00
AT STA. 3176+74 RT.		0.000	0.00
		0.000	0.00
0020                          1125.00	1,800.00	1.000	1,800.00
CLEAR TRACT	EACH	1.000	1,800.00
AT STA. 7+28 TO STA. 10+75 LT. & RT.		0.000	0.00
		0.000	0.00
0021                          1125.01	2,000.00	1.000	2,000.00
CLEAR TRACT	EACH	1.000	2,000.00
AT STA. 400+70 TO STA. 402+00 LT. & RT.		0.000	0.00
		0.000	0.00
0022                          1125.02	2,300.00	1.000	2,300.00
CLEAR TRACT	EACH	1.000	2,300.00
AT STA. 2888+42 TO STA. 2892+23 LT. & RT		0.000	0.00
		0.000	0.00
0023                          1125.03	970.00	1.000	970.00
CLEAR TRACT	EACH	1.000	970.00
AT STA. 2911+50 TO STA. 2913+50 LT.		0.000	0.00
		0.000	0.00
0024                          1125.04	3,100.00	1.000	3,100.00
CLEAR TRACT	EACH	1.000	3,100.00
AT STA. 3000+00 TO STA. 3010+00 RT.		0.000	0.00
		0.000	0.00
0025                          1125.05	1,800.00	1.000	1,800.00
CLEAR TRACT	EACH	1.000	1,800.00
AT STA. 3050+00 TO STA. 3051+00 RT.		0.000	0.00
		0.000	0.00
0026                          1125.06	2,800.00	1.000	2,800.00
CLEAR TRACT	EACH	1.000	2,800.00
AT STA. 3083+60 TO STA. 3120+12 LT. & RT		0.000	0.00
		0.000	0.00
0027                          1125.07	2,000.00	1.000	2,000.00
CLEAR TRACT	EACH	1.000	2,000.00
AT STA. 3155+00 TO STA. 3158+00 LT.		0.000	0.00
		0.000	0.00
0028                          1125.08	2,600.00	1.000	2,600.00
CLEAR TRACT	EACH	1.000	2,600.00
AT STA. 3157+00 TO STA. 3177+00 RT.		0.000	0.00
		0.000	0.00
0029                          1130.00	340.00	2.000	680.00
REMOVE UNDERGROUND TANK	EACH	2.000	680.00
		0.000	0.00
		0.000	0.00
0030                          1136.01	6,000.00	2.000	12,000.00
REMOVE	EACH	2.000	12,000.00
RADIO TOWER		2.000	12,000.00
		0.000	0.00
0031                          1136.07	4.00	2,518.000	10,072.00
REMOVE	LF	2,518.000	10,072.00
CONCRETE DITCH LINER		0.000	0.00
		0.000	0.00
0032                          1136.09	10.00	265.000	2,650.00
REMOVE	LF	265.000	2,650.00
WATER LINE		265.000	2,650.00
		265.000	2,650.00
0033                          1701.24	20.00	138.000	2,760.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	138.000	2,760.00
		0.000	0.00
		0.000	0.00
0034                          1701.30	25.50	112.000	2,856.00
30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	112.000	2,856.00
		0.000	0.00
		0.000	0.00
0035                          2001.00	16.50	1,245.000	20,542.50
GRAVEL SURFACE COURSE	CY	1,245.000	20,542.50
		0.000	0.00
		0.000	0.00
0036                          2009.10	54.00	91.000	4,914.00
GRAVEL EMBEDMENT	STA	91.000	4,914.00
		0.000	0.00
		0.000	0.00
0037                          4004.50	1.18	5,670.000	6,690.60
CAST IRON GRATE AND FRAME	LB	5,670.000	6,690.60
		0.000	0.00
		0.000	0.00
0038                          4105.59	1,500.00	14.400	21,600.00
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	14.400	21,600.00
		0.000	0.00
		0.000	0.00
0039                          4155.50	0.65	875.000	568.75
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	875.000	568.75
		0.000	0.00
		0.000	0.00
0040                          4310.18	100.00	50.000	5,000.00
18" FLARED-END SECTION	EACH	50.000	5,000.00
		0.000	0.00
		0.000	0.00
0041                          4310.24	127.00	7.000	889.00
24" FLARED-END SECTION	EACH	7.000	889.00
		0.000	0.00
		0.000	0.00
0042                          4900.24	57.00	9.000	513.00
AREA INLET SEDIMENT FILTER	EACH	9.000	513.00
		0.000	0.00
		0.000	0.00
0043                          L006.00	126.00	244.000	30,744.00
COVER CROP SEEDING	ACRE	244.000	30,744.00
		0.000	0.00
		0.000	0.00
0044                          L020.03	1.92	6,187.000	11,879.04
EROSION CONTROL, TYPE C	SY	6,187.000	11,879.04
		0.000	0.00
		0.000	0.00
0045                          L021.03	20.20	266.000	5,373.20
EROSION CHECKS, TYPE C	BALE	266.000	5,373.20
		0.000	0.00
		0.000	0.00
0046                          L021.06	19.20	35.000	672.00
EROSION CHECKS, TYPE HV	BALE	35.000	672.00
		0.000	0.00
		0.000	0.00
0047                          L022.25	2.50	13,100.000	32,750.00
FABRIC SILT FENCE, TYPE COIR FIBER	LF	13,100.000	32,750.00
		0.000	0.00
		0.000	0.00
0048                          L022.26	2.80	2,024.000	5,667.20
FABRIC SILT FENCE, LOW PROFILE, TYPE COIR FIBER	LF	2,024.000	5,667.20
		0.000	0.00
		0.000	0.00
0049                          L022.75	6.00	1,078.000	6,468.00
TEMPORARY SILT CHECK	LF	1,078.000	6,468.00
		0.000	0.00
		0.000	0.00
0050                          P400.18	23.50	2,221.000	52,193.50
18" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	2,221.000	52,193.50
		0.000	0.00
		0.000	0.00
0051                          P400.24	26.00	857.000	22,282.00
24" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	857.000	22,282.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	6,397,960.07
		Current	6,397,960.07
		In place	711,215.60
		This Estimate	425,988.40
GROUP 1A MSE WALL
0052                          0030.10	30,000.00	1.000	30,000.00
MOBILIZATION	LS	1.000	30,000.00
		0.000	0.00
		0.000	0.00
0053                          4095.00	15.82	41,473.000	656,102.86
CONCRETE FACE PANELS	SF	41,473.000	656,102.86
		0.000	0.00
		0.000	0.00
0054                          4095.10	12.00	1,930.000	23,160.00
CONCRETE LEVELING PADS	LF	1,930.000	23,160.00
		0.000	0.00
		0.000	0.00
0055                          4095.20	40.36	1,971.000	79,549.56
COPING	LF	1,971.000	79,549.56
		0.000	0.00
		0.000	0.00
0056                          4350.24	10.85	6,048.000	65,620.80
24" CORRUGATED METAL PIPE	LF	6,048.000	65,620.80
		0.000	0.00
		0.000	0.00
0057                          8024.75	12.40	29,596.000	366,990.40
SELECT GRANULAR BACKFILL FOR MSE WALL	CY	29,596.000	366,990.40
		0.000	0.00
		0.000	0.00
GROUP 1A MSE WALL		Contracted	1,221,423.62
		Current	1,221,423.62
		In place	0.00
		This Estimate	0.00
GROUP 4 CULVERTS
0058                          0030.40	50,000.00	1.000	50,000.00
MOBILIZATION	LS	1.000	50,000.00
		1.000	50,000.00
		1.000	50,000.00
0059                          1010.50	20.00	131.000	2,620.00
REMOVAL OF UNSUITABLE MATERIAL	CY	131.000	2,620.00
		0.000	0.00
		0.000	0.00
0060                          1043.61	3.00	789.000	2,367.00
GEOTEXTILE FABRIC	SY	789.000	2,367.00
		500.000	1,500.00
		0.000	0.00
0061                          4035.25	100.00	1.000	100.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	1.000	100.00
		0.000	0.00
		0.000	0.00
0062                          4040.00	280.00	3.000	840.00
REMOVE HEADWALLS FROM CULVERTS	EACH	3.000	840.00
		0.000	0.00
		0.000	0.00
0063                          4045.00	185.00	1.000	185.00
REMOVE STRUCTURE	EACH	1.000	185.00
AT STA. 134+21 RT.		0.000	0.00
		0.000	0.00
0064                          4045.01	185.00	1.000	185.00
REMOVE STRUCTURE	EACH	1.000	185.00
AT STA. 135+29 RT.		0.000	0.00
		0.000	0.00
0065                          4045.02	185.00	1.000	185.00
REMOVE STRUCTURE	EACH	1.000	185.00
AT STA. 2874+57 RT.		0.000	0.00
		0.000	0.00
0066                          4045.03	185.00	1.000	185.00
REMOVE STRUCTURE	EACH	1.000	185.00
AT STA. 2886+70 LT.		0.000	0.00
		0.000	0.00
0067                          4045.04	3,300.00	1.000	3,300.00
REMOVE STRUCTURE	EACH	1.000	3,300.00
AT STA. 2956+09 RT.		0.000	0.00
		0.000	0.00
0068                          4045.05	185.00	1.000	185.00
REMOVE STRUCTURE	EACH	1.000	185.00
AT STA. 2956+61 RT.		0.000	0.00
		0.000	0.00
0069                          4045.06	185.00	1.000	185.00
REMOVE STRUCTURE	EACH	1.000	185.00
AT STA. 2969+00 RT.		0.000	0.00
		0.000	0.00
0070                          4045.07	185.00	1.000	185.00
REMOVE STRUCTURE	EACH	1.000	185.00
AT STA. 2981+00 RT.		0.000	0.00
		0.000	0.00
0071                          4045.08	185.00	1.000	185.00
REMOVE STRUCTURE	EACH	1.000	185.00
AT STA. 2984+30 LT.		0.000	0.00
		0.000	0.00
0072                          4045.09	185.00	1.000	185.00
REMOVE STRUCTURE	EACH	1.000	185.00
AT STA. 2998+57 LT.		0.000	0.00
		0.000	0.00
0073                          4050.01	8.80	2,719.000	23,927.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	2,719.000	23,927.20
		0.000	0.00
		0.000	0.00
0074                          4051.01	10.70	1,748.000	18,703.60
EXCAVATION FOR BOX CULVERTS	CY	1,748.000	18,703.60
		558.000	5,970.60
		0.000	0.00
0075                          4051.12	40.00	131.000	5,240.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	131.000	5,240.00
		83.000	3,320.00
		0.000	0.00
0076                          4100.06	1,500.00	2.800	4,200.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL	CY	2.800	4,200.00
		0.000	0.00
		0.000	0.00
0077                          4101.06	290.00	886.930	257,209.70
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	886.930	257,209.70
		225.460	65,383.40
		25.910	7,513.90
0078                          4107.07	1,250.00	1.390	1,737.50
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	1.390	1,737.50
		0.000	0.00
		0.000	0.00
0079                          4150.00	0.46	478.000	219.88
REINFORCING STEEL FOR HEADWALL	LB	478.000	219.88
		0.000	0.00
		0.000	0.00
0080                          4151.00	0.46	99,534.000	45,785.64
REINFORCING STEEL FOR BOX CULVERT	LB	99,534.000	45,785.64
		18,894.000	8,691.24
		0.000	0.00
0081                          4157.00	0.47	94.000	44.18
REINFORCING STEEL FOR COLLARS	LB	94.000	44.18
		0.000	0.00
		0.000	0.00
0082                          4310.24	155.00	26.000	4,030.00
24" FLARED-END SECTION	EACH	26.000	4,030.00
		0.000	0.00
		0.000	0.00
0083                          4310.36	278.00	4.000	1,112.00
36" FLARED-END SECTION	EACH	4.000	1,112.00
		0.000	0.00
		0.000	0.00
0084                          4310.42	520.00	2.000	1,040.00
42" FLARED-END SECTION	EACH	2.000	1,040.00
		0.000	0.00
		0.000	0.00
0085                          4310.48	600.00	2.000	1,200.00
48" FLARED-END SECTION	EACH	2.000	1,200.00
		0.000	0.00
		0.000	0.00
0086                          4461.24	80.00	1.000	80.00
INSTALL 24" CONCRETE FLARED-END SECTION	EACH	1.000	80.00
		0.000	0.00
		0.000	0.00
0087                          P120.24	43.80	741.000	32,455.80
24" CULVERT PIPE, TYPE 2	LF	741.000	32,455.80
		0.000	0.00
		0.000	0.00
0088                          P180.30	45.20	988.000	44,657.60
30" CULVERT PIPE, TYPE 8	LF	988.000	44,657.60
		0.000	0.00
		0.000	0.00
0089                          P200.42	55.00	56.000	3,080.00
42" CULVERT PIPE, TYPE 2 OR 5	LF	56.000	3,080.00
		0.000	0.00
		0.000	0.00
0090                          P200.48	60.00	147.000	8,820.00
48" CULVERT PIPE, TYPE 2 OR 5	LF	147.000	8,820.00
		0.000	0.00
		0.000	0.00
0091                          P375.54	78.00	8.000	624.00
54" ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	LF	8.000	624.00
		0.000	0.00
		0.000	0.00
0092                          P400.24	27.50	1,524.000	41,910.00
24" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	1,524.000	41,910.00
		0.000	0.00
		0.000	0.00
0093                          P400.36	40.00	387.000	15,480.00
36" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	387.000	15,480.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	572,449.10
		Current	572,449.10
		In place	134,865.24
		This Estimate	57,513.90
GROUP 4A CULVERT AT STA. 114+00
0094                          0030.40	6,000.00	1.000	6,000.00
MOBILIZATION	LS	1.000	6,000.00
		0.000	0.00
		0.000	0.00
0095                          1010.50	20.00	41.000	820.00
REMOVAL OF UNSUITABLE MATERIAL	CY	41.000	820.00
		0.000	0.00
		0.000	0.00
0096                          1043.61	3.00	247.000	741.00
GEOTEXTILE FABRIC	SY	247.000	741.00
		0.000	0.00
		0.000	0.00
0097                          4051.01	11.00	445.000	4,895.00
EXCAVATION FOR BOX CULVERTS	CY	445.000	4,895.00
		0.000	0.00
		0.000	0.00
0098                          4051.12	40.00	41.000	1,640.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	41.000	1,640.00
		0.000	0.00
		0.000	0.00
0099                          4101.06	260.00	205.620	53,461.20
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	205.620	53,461.20
		0.000	0.00
		0.000	0.00
0100                          4151.00	0.46	20,367.000	9,368.82
REINFORCING STEEL FOR BOX CULVERT	LB	20,367.000	9,368.82
		0.000	0.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 114+00		Contracted	76,926.02
		Current	76,926.02
		In place	0.00
		This Estimate	0.00
GROUP 4B CULVERT AT STA. 2957+59
0101                          0030.40	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		0.000	0.00
		0.000	0.00
0102                          4051.01	11.00	1,992.000	21,912.00
EXCAVATION FOR BOX CULVERTS	CY	1,992.000	21,912.00
		0.000	0.00
		0.000	0.00
0103                          4101.06	280.00	478.680	134,030.40
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	478.680	134,030.40
		0.000	0.00
		0.000	0.00
0104                          4151.00	0.46	52,964.000	24,363.44
REINFORCING STEEL FOR BOX CULVERT	LB	52,964.000	24,363.44
		0.000	0.00
		0.000	0.00
GROUP 4B CULVERT AT STA. 2957+59		Contracted	195,305.84
		Current	195,305.84
		In place	0.00
		This Estimate	0.00
GROUP 4C CULVERT AT STA. 3021+16
0105                          0030.40	12,000.00	1.000	12,000.00
MOBILIZATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0106                          1010.50	20.00	117.000	2,340.00
REMOVAL OF UNSUITABLE MATERIAL	CY	117.000	2,340.00
		117.000	2,340.00
		0.000	0.00
0107                          1043.61	3.00	703.000	2,109.00
GEOTEXTILE FABRIC	SY	703.000	2,109.00
		703.000	2,109.00
		0.000	0.00
0108                          4051.01	11.00	604.000	6,644.00
EXCAVATION FOR BOX CULVERTS	CY	604.000	6,644.00
		604.000	6,644.00
		0.000	0.00
0109                          4051.12	40.00	117.000	4,680.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	117.000	4,680.00
		117.000	4,680.00
		0.000	0.00
0110                          4101.06	260.00	588.990	153,137.40
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	588.990	153,137.40
		0.000	0.00
		0.000	0.00
0111                          4151.00	0.46	49,185.000	22,625.10
REINFORCING STEEL FOR BOX CULVERT	LB	49,185.000	22,625.10
		0.000	0.00
		0.000	0.00
GROUP 4C CULVERT AT STA. 3021+16		Contracted	203,535.50
		Current	203,535.50
		In place	27,773.00
		This Estimate	0.00
GROUP 4D CULVERT AT STA. 3179+46
0112                          0030.40	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		0.000	0.00
		0.000	0.00
0113                          1010.50	20.00	157.000	3,140.00
REMOVAL OF UNSUITABLE MATERIAL	CY	157.000	3,140.00
		0.000	0.00
		0.000	0.00
0114                          1043.61	3.00	944.000	2,832.00
GEOTEXTILE FABRIC	SY	944.000	2,832.00
		0.000	0.00
		0.000	0.00
0115                          4051.01	11.00	1,300.000	14,300.00
EXCAVATION FOR BOX CULVERTS	CY	1,300.000	14,300.00
		0.000	0.00
		0.000	0.00
0116                          4051.12	40.00	157.000	6,280.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	157.000	6,280.00
		0.000	0.00
		0.000	0.00
0117                          4101.06	268.00	547.090	146,620.12
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	547.090	146,620.12
		0.000	0.00
		0.000	0.00
0118                          4151.00	0.46	63,919.000	29,402.74
REINFORCING STEEL FOR BOX CULVERT	LB	63,919.000	29,402.74
		0.000	0.00
		0.000	0.00
GROUP 4D CULVERT AT STA. 3179+46		Contracted	217,574.86
		Current	217,574.86
		In place	0.00
		This Estimate	0.00
GROUP 5 SEEDING
0119                          0030.50	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0120                          L001.01	536.00	95.000	50,920.00
SEEDING, TYPE A	ACRE	95.000	50,920.00
		0.000	0.00
		0.000	0.00
0121                          L032.75	86.00	214.000	18,404.00
MULCH	TON	214.000	18,404.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	70,824.00
		Current	70,824.00
		In place	0.00
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 3012+88.06 LT.
0156                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		0.000	0.00
		0.000	0.00
0157                          3050.15	280.00	163.800	45,864.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	163.800	45,864.00
		0.000	0.00
		0.000	0.00
0158                          3051.10	0.50	21,100.000	10,550.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	21,100.000	10,550.00
		0.000	0.00
		0.000	0.00
0159                          6000.10	5,500.00	1.000	5,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,500.00
		0.000	0.00
		0.000	0.00
0160                          6000.11	5,500.00	1.000	5,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,500.00
		0.000	0.00
		0.000	0.00
0161                          6000.20	550.00	1.000	550.00
PIER NO.1 EXCAVATION	LS	1.000	550.00
		0.000	0.00
		0.000	0.00
0162                          6000.21	550.00	1.000	550.00
PIER NO.2 EXCAVATION	LS	1.000	550.00
		0.000	0.00
		0.000	0.00
0163                          6005.35	18.00	120.400	2,167.20
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	120.400	2,167.20
		0.000	0.00
		0.000	0.00
0164                          6005.60	530.00	8.000	4,240.00
ELASTOMERIC BEARING	EACH	8.000	4,240.00
		0.000	0.00
		0.000	0.00
0165                          6010.22	245.00	425.900	104,345.50
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	425.900	104,345.50
		0.000	0.00
		0.000	0.00
0166                          6010.26	300.00	399.400	119,820.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	399.400	119,820.00
		0.000	0.00
		0.000	0.00
0167                          6011.11	110,000.00	1.000	110,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	110,000.00
AT STA. 3012+88.06 LT.		0.000	0.00
		0.000	0.00
0168                          6095.00	500.00	12.000	6,000.00
STEEL DIAPHRAGM	EACH	12.000	6,000.00
		0.000	0.00
		0.000	0.00
0169                          6107.00	34.00	945.000	32,130.00
CONCRETE SLOPE PROTECTION	SY	945.000	32,130.00
		0.000	0.00
		0.000	0.00
0170                          6131.50	0.52	112,775.000	58,643.00
EPOXY COATED REINFORCING STEEL	LB	112,775.000	58,643.00
		0.000	0.00
		0.000	0.00
0171                          6210.50	23.50	3,040.000	71,440.00
PIPE PILING	LF	3,040.000	71,440.00
		0.000	0.00
		0.000	0.00
0172                          6602.31	26,100.00	1.000	26,100.00
CONCRETE COATING	LS	1.000	26,100.00
		0.000	0.00
		0.000	0.00
0173                          8091.00	24.00	200.000	4,800.00
GRANULAR BACKFILL	CY	200.000	4,800.00
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 3012+88.06 LT.		Contracted	668,199.70
		Current	668,199.70
		In place	0.00
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 3012+88.06 RT.
0174                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		0.000	0.00
		0.000	0.00
0175                          3050.15	280.00	161.800	45,304.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	161.800	45,304.00
		0.000	0.00
		0.000	0.00
0176                          3051.10	0.50	20,780.000	10,390.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	20,780.000	10,390.00
		0.000	0.00
		0.000	0.00
0177                          6000.10	5,500.00	1.000	5,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,500.00
		0.000	0.00
		0.000	0.00
0178                          6000.11	5,500.00	1.000	5,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,500.00
		0.000	0.00
		0.000	0.00
0179                          6000.20	550.00	1.000	550.00
PIER NO.1 EXCAVATION	LS	1.000	550.00
		0.000	0.00
		0.000	0.00
0180                          6000.21	550.00	1.000	550.00
PIER NO.2 EXCAVATION	LS	1.000	550.00
		0.000	0.00
		0.000	0.00
0181                          6005.35	18.00	117.700	2,118.60
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	117.700	2,118.60
		0.000	0.00
		0.000	0.00
0182                          6005.60	500.00	8.000	4,000.00
ELASTOMERIC BEARING	EACH	8.000	4,000.00
		0.000	0.00
		0.000	0.00
0183                          6010.22	245.00	455.200	111,524.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	455.200	111,524.00
		0.000	0.00
		0.000	0.00
0184                          6010.26	300.00	389.600	116,880.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	389.600	116,880.00
		0.000	0.00
		0.000	0.00
0185                          6011.11	110,000.00	1.000	110,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	110,000.00
AT STA. 3012+88.06 RT.		0.000	0.00
		0.000	0.00
0186                          6095.00	500.00	12.000	6,000.00
STEEL DIAPHRAGM	EACH	12.000	6,000.00
		0.000	0.00
		0.000	0.00
0187                          6107.00	34.00	945.000	32,130.00
CONCRETE SLOPE PROTECTION	SY	945.000	32,130.00
		0.000	0.00
		0.000	0.00
0188                          6131.50	0.50	113,055.000	56,527.50
EPOXY COATED REINFORCING STEEL	LB	113,055.000	56,527.50
		0.000	0.00
		0.000	0.00
0189                          6210.50	24.62	3,040.000	74,844.80
PIPE PILING	LF	3,040.000	74,844.80
		0.000	0.00
		0.000	0.00
0190                          6602.31	26,100.00	1.000	26,100.00
CONCRETE COATING	LS	1.000	26,100.00
		0.000	0.00
		0.000	0.00
0191                          8091.00	24.00	200.000	4,800.00
GRANULAR BACKFILL	CY	200.000	4,800.00
		0.000	0.00
		0.000	0.00
GROUP 6C BRIDGE AT STA. 3012+88.06 RT.		Contracted	672,718.90
		Current	672,718.90
		In place	0.00
		This Estimate	0.00
GROUP 6D BRIDGE AT STA. 3045+27.86 LT.
0192                          0030.60	80,000.00	1.000	80,000.00
MOBILIZATION	LS	1.000	80,000.00
		0.000	0.00
		0.000	0.00
0193                          3050.15	230.00	236.000	54,280.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	236.000	54,280.00
		0.000	0.00
		0.000	0.00
0194                          3051.10	0.52	26,895.000	13,985.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	26,895.000	13,985.40
		0.000	0.00
		0.000	0.00
0195                          6000.10	6,700.00	1.000	6,700.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	6,700.00
		0.000	0.00
		0.000	0.00
0196                          6000.11	6,700.00	1.000	6,700.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	6,700.00
		0.000	0.00
		0.000	0.00
0197                          6000.20	1,600.00	1.000	1,600.00
PIER NO.1 EXCAVATION	LS	1.000	1,600.00
		0.000	0.00
		0.000	0.00
0198                          6005.35	18.00	103.000	1,854.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	103.000	1,854.00
		0.000	0.00
		0.000	0.00
0199                          6005.83	1,500.00	6.000	9,000.00
FIXED BEARING	EACH	6.000	9,000.00
		0.000	0.00
		0.000	0.00
0200                          6010.22	285.00	313.000	89,205.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	313.000	89,205.00
		0.000	0.00
		0.000	0.00
0201                          6010.26	325.00	439.500	142,837.50
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	439.500	142,837.50
		0.000	0.00
		0.000	0.00
0202                          6071.11	395,000.00	1.000	395,000.00
STEEL SUPERSTRUCTURE	LS	1.000	395,000.00
AT STA. 3045+27.86 LT.		0.000	0.00
		0.000	0.00
0203                          6080.00	3.30	2,072.500	6,839.25
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	2,072.500	6,839.25
		0.000	0.00
		0.000	0.00
0204                          6107.00	60.00	40.500	2,430.00
CONCRETE SLOPE PROTECTION	SY	40.500	2,430.00
		0.000	0.00
		0.000	0.00
0205                          6131.50	0.52	134,410.000	69,893.20
EPOXY COATED REINFORCING STEEL	LB	134,410.000	69,893.20
		0.000	0.00
		0.000	0.00
0206                          6139.50	22.00	111.000	2,442.00
SUBSURFACE DRAINAGE MATTING	SY	111.000	2,442.00
		0.000	0.00
		0.000	0.00
0207                          6210.50	21.80	4,030.000	87,854.00
PIPE PILING	LF	4,030.000	87,854.00
		0.000	0.00
		0.000	0.00
0208                          6404.16	36.50	143.000	5,219.50
6' PEDESTRIAN RAILING (CHAIN LINK TYPE)	LF	143.000	5,219.50
		0.000	0.00
		0.000	0.00
0209                          6602.31	29,600.00	1.000	29,600.00
CONCRETE COATING	LS	1.000	29,600.00
		0.000	0.00
		0.000	0.00
0210                          8091.00	24.00	387.000	9,288.00
GRANULAR BACKFILL	CY	387.000	9,288.00
		0.000	0.00
		0.000	0.00
GROUP 6D BRIDGE AT STA. 3045+27.86 LT.		Contracted	1,014,727.85
		Current	1,014,727.85
		In place	0.00
		This Estimate	0.00
GROUP 6E BRIDGE AT STA. 3045+27.86 RT.
0211                          0030.60	80,000.00	1.000	80,000.00
MOBILIZATION	LS	1.000	80,000.00
		0.000	0.00
		0.000	0.00
0212                          3050.15	230.00	236.000	54,280.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	236.000	54,280.00
		0.000	0.00
		0.000	0.00
0213                          3051.10	0.52	26,895.000	13,985.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	26,895.000	13,985.40
		0.000	0.00
		0.000	0.00
0214                          6000.10	6,700.00	1.000	6,700.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	6,700.00
		0.000	0.00
		0.000	0.00
0215                          6000.11	6,700.00	1.000	6,700.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	6,700.00
		0.000	0.00
		0.000	0.00
0216                          6000.20	1,600.00	1.000	1,600.00
PIER NO.1 EXCAVATION	LS	1.000	1,600.00
		0.000	0.00
		0.000	0.00
0217                          6005.35	18.00	103.000	1,854.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	103.000	1,854.00
		0.000	0.00
		0.000	0.00
0218                          6005.83	1,500.00	6.000	9,000.00
FIXED BEARING	EACH	6.000	9,000.00
		0.000	0.00
		0.000	0.00
0219                          6010.22	300.00	313.000	93,900.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	313.000	93,900.00
		0.000	0.00
		0.000	0.00
0220                          6010.26	325.00	439.500	142,837.50
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	439.500	142,837.50
		0.000	0.00
		0.000	0.00
0221                          6071.11	395,000.00	1.000	395,000.00
STEEL SUPERSTRUCTURE	LS	1.000	395,000.00
AT STA. 3045+27.86 RT.		0.000	0.00
		0.000	0.00
0222                          6080.00	3.30	2,072.500	6,839.25
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	2,072.500	6,839.25
		0.000	0.00
		0.000	0.00
0223                          6107.00	60.00	40.500	2,430.00
CONCRETE SLOPE PROTECTION	SY	40.500	2,430.00
		0.000	0.00
		0.000	0.00
0224                          6131.50	0.52	134,410.000	69,893.20
EPOXY COATED REINFORCING STEEL	LB	134,410.000	69,893.20
		0.000	0.00
		0.000	0.00
0225                          6139.50	22.00	111.000	2,442.00
SUBSURFACE DRAINAGE MATTING	SY	111.000	2,442.00
		0.000	0.00
		0.000	0.00
0226                          6210.50	21.80	4,020.000	87,636.00
PIPE PILING	LF	4,020.000	87,636.00
		0.000	0.00
		0.000	0.00
0227                          6404.16	36.50	143.000	5,219.50
6' PEDESTRIAN RAILING (CHAIN LINK TYPE)	LF	143.000	5,219.50
		0.000	0.00
		0.000	0.00
0228                          6602.31	29,600.00	1.000	29,600.00
CONCRETE COATING	LS	1.000	29,600.00
		0.000	0.00
		0.000	0.00
0229                          8091.00	24.00	387.000	9,288.00
GRANULAR BACKFILL	CY	387.000	9,288.00
		0.000	0.00
		0.000	0.00
GROUP 6E BRIDGE AT STA. 3045+27.86 RT.		Contracted	1,019,204.85
		Current	1,019,204.85
		In place	0.00
		This Estimate	0.00
GROUP 6H BRIDGE AT STA. 3118+65.53 LT.
0272                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		0.000	0.00
		0.000	0.00
0273                          1010.01	4.00	1,090.000	4,360.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	1,090.000	4,360.00
		0.000	0.00
		0.000	0.00
0274                          1043.50	1.82	1,654.000	3,010.28
RIPRAP FILTER FABRIC	SY	1,654.000	3,010.28
		0.000	0.00
		0.000	0.00
0275                          3050.15	245.00	185.600	45,472.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	185.600	45,472.00
		0.000	0.00
		0.000	0.00
0276                          3051.10	0.50	19,120.000	9,560.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	19,120.000	9,560.00
		0.000	0.00
		0.000	0.00
0277                          6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0278                          6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0279                          6005.35	17.00	81.000	1,377.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	81.000	1,377.00
		0.000	0.00
		0.000	0.00
0280                          6005.60	420.00	24.000	10,080.00
ELASTOMERIC BEARING	EACH	24.000	10,080.00
		0.000	0.00
		0.000	0.00
0281                          6010.22	295.00	272.900	80,505.50
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	272.900	80,505.50
		0.000	0.00
		0.000	0.00
0282                          6010.26	310.00	642.200	199,082.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	642.200	199,082.00
		0.000	0.00
		0.000	0.00
0283                          6011.11	270,000.00	1.000	270,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	270,000.00
AT STA. 3118+65.53 LT.		0.000	0.00
		0.000	0.00
0284                          6080.00	2.70	2,770.000	7,479.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	2,770.000	7,479.00
		0.000	0.00
		0.000	0.00
0285                          6105.03	29.00	2,000.000	58,000.00
ROCK RIPRAP, TYPE C	TON	2,000.000	58,000.00
		0.000	0.00
		0.000	0.00
0286                          6131.50	0.52	164,055.000	85,308.60
EPOXY COATED REINFORCING STEEL	LB	164,055.000	85,308.60
		0.000	0.00
		0.000	0.00
0287                          6139.50	12.82	66.000	846.12
SUBSURFACE DRAINAGE MATTING	SY	66.000	846.12
		0.000	0.00
		0.000	0.00
0288                          6210.50	23.50	1,450.000	34,075.00
PIPE PILING	LF	1,450.000	34,075.00
		468.700	11,014.45
		468.700	11,014.45
0289                          6251.50	224.24	660.000	147,998.40
DRILLED SHAFT	LF	660.000	147,998.40
60"		110.000	24,666.40
		55.000	12,333.20
0290                          6310.00	13.50	2,420.000	32,670.00
STEEL SHEET PILING	SF	2,420.000	32,670.00
		0.000	0.00
		0.000	0.00
0291                          8091.00	24.00	330.000	7,920.00
GRANULAR BACKFILL	CY	330.000	7,920.00
		0.000	0.00
		0.000	0.00
GROUP 6H BRIDGE AT STA. 3118+65.53 LT.		Contracted	1,067,743.90
		Current	1,067,743.90
		In place	35,680.85
		This Estimate	23,347.65
GROUP 6I BRIDGE AT STA. 3118+65.53 RT.
0292                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		0.000	0.00
		0.000	0.00
0293                          1010.01	4.00	620.000	2,480.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	620.000	2,480.00
		0.000	0.00
		0.000	0.00
0294                          1043.50	1.82	1,284.000	2,336.88
RIPRAP FILTER FABRIC	SY	1,284.000	2,336.88
		0.000	0.00
		0.000	0.00
0295                          3050.15	245.00	185.600	45,472.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	185.600	45,472.00
		0.000	0.00
		0.000	0.00
0296                          3051.10	0.50	19,120.000	9,560.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	19,120.000	9,560.00
		0.000	0.00
		0.000	0.00
0297                          6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0298                          6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0299                          6005.35	17.00	81.000	1,377.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	81.000	1,377.00
		0.000	0.00
		0.000	0.00
0300                          6005.60	420.00	24.000	10,080.00
ELASTOMERIC BEARING	EACH	24.000	10,080.00
		0.000	0.00
		0.000	0.00
0301                          6010.22	295.00	272.800	80,476.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	272.800	80,476.00
		0.000	0.00
		0.000	0.00
0302                          6010.26	310.00	642.100	199,051.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	642.100	199,051.00
		0.000	0.00
		0.000	0.00
0303                          6011.11	270,000.00	1.000	270,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	270,000.00
AT STA. 3118+65.53 RT.		0.000	0.00
		0.000	0.00
0304                          6080.00	2.70	2,770.000	7,479.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	2,770.000	7,479.00
		0.000	0.00
		0.000	0.00
0305                          6105.03	29.00	3,000.000	87,000.00
ROCK RIPRAP, TYPE C	TON	3,000.000	87,000.00
		0.000	0.00
		0.000	0.00
0306                          6131.50	0.52	164,055.000	85,308.60
EPOXY COATED REINFORCING STEEL	LB	164,055.000	85,308.60
		0.000	0.00
		0.000	0.00
0307                          6139.50	12.82	66.000	846.12
SUBSURFACE DRAINAGE MATTING	SY	66.000	846.12
		0.000	0.00
		0.000	0.00
0308                          6210.50	23.50	1,450.000	34,075.00
PIPE PILING	LF	1,450.000	34,075.00
		472.800	11,110.80
		472.800	11,110.80
0309                          6251.50	224.24	660.000	147,998.40
DRILLED SHAFT	LF	660.000	147,998.40
60"		165.000	36,999.60
		165.000	36,999.60
0310                          6310.00	13.50	2,420.000	32,670.00
STEEL SHEET PILING	SF	2,420.000	32,670.00
		0.000	0.00
		0.000	0.00
0311                          8091.00	24.00	330.000	7,920.00
GRANULAR BACKFILL	CY	330.000	7,920.00
		0.000	0.00
		0.000	0.00
GROUP 6I BRIDGE AT STA. 3118+65.53 RT.		Contracted	1,094,130.00
		Current	1,094,130.00
		In place	48,110.40
		This Estimate	48,110.40
GROUP 6L BRIDGE AT STA. 3152+07.27 LT.
0350                          0030.60	50,000.00	1.000	50,000.00
MOBILIZATION	LS	1.000	50,000.00
		0.000	0.00
		0.000	0.00
0351                          3050.15	260.00	200.700	52,182.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	200.700	52,182.00
		0.000	0.00
		0.000	0.00
0352                          3051.10	0.52	23,505.000	12,222.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	23,505.000	12,222.60
		0.000	0.00
		0.000	0.00
0353                          6000.10	5,600.00	1.000	5,600.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,600.00
		0.000	0.00
		0.000	0.00
0354                          6000.11	5,600.00	1.000	5,600.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,600.00
		0.000	0.00
		0.000	0.00
0355                          6000.20	1,300.00	1.000	1,300.00
PIER NO.1 EXCAVATION	LS	1.000	1,300.00
		0.000	0.00
		0.000	0.00
0356                          6005.35	18.94	83.400	1,579.60
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	83.400	1,579.60
		0.000	0.00
		0.000	0.00
0357                          6005.83	284.34	10.000	2,843.40
FIXED BEARING	EACH	10.000	2,843.40
		0.000	0.00
		0.000	0.00
0358                          6010.22	300.00	283.800	85,140.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	283.800	85,140.00
		0.000	0.00
		0.000	0.00
0359                          6010.26	330.00	374.500	123,585.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	374.500	123,585.00
		0.000	0.00
		0.000	0.00
0360                          6011.11	230,000.00	1.000	230,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	230,000.00
AT STA. 3152+07.27 LT.		0.000	0.00
		0.000	0.00
0361                          6080.00	2.72	3,885.000	10,567.20
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	3,885.000	10,567.20
		0.000	0.00
		0.000	0.00
0362                          6095.00	446.83	16.000	7,149.28
STEEL DIAPHRAGM	EACH	16.000	7,149.28
		0.000	0.00
		0.000	0.00
0363                          6107.00	51.51	43.600	2,245.84
CONCRETE SLOPE PROTECTION	SY	43.600	2,245.84
		0.000	0.00
		0.000	0.00
0364                          6131.50	0.52	138,820.000	72,186.40
EPOXY COATED REINFORCING STEEL	LB	138,820.000	72,186.40
		0.000	0.00
		0.000	0.00
0365                          6139.50	21.41	107.000	2,290.87
SUBSURFACE DRAINAGE MATTING	SY	107.000	2,290.87
		0.000	0.00
		0.000	0.00
0366                          6210.50	24.00	5,670.000	136,080.00
PIPE PILING	LF	5,670.000	136,080.00
		0.000	0.00
		0.000	0.00
0367                          6404.16	34.00	244.000	8,296.00
6' PEDESTRIAN RAILING (CHAIN LINK TYPE)	LF	244.000	8,296.00
		0.000	0.00
		0.000	0.00
0368                          6602.31	40,300.00	1.000	40,300.00
CONCRETE COATING	LS	1.000	40,300.00
		0.000	0.00
		0.000	0.00
0369                          8091.00	24.00	340.000	8,160.00
GRANULAR BACKFILL	CY	340.000	8,160.00
		0.000	0.00
		0.000	0.00
GROUP 6L BRIDGE AT STA. 3152+07.27 LT.		Contracted	857,328.18
		Current	857,328.18
		In place	0.00
		This Estimate	0.00
GROUP 6M BRIDGE AT STA. 3152+07.27 RT.
0370                          0030.60	50,000.00	1.000	50,000.00
MOBILIZATION	LS	1.000	50,000.00
		0.000	0.00
		0.000	0.00
0371                          3050.15	260.00	199.500	51,870.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	199.500	51,870.00
		0.000	0.00
		0.000	0.00
0372                          3051.10	0.52	23,430.000	12,183.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	23,430.000	12,183.60
		0.000	0.00
		0.000	0.00
0373                          6000.10	5,600.00	1.000	5,600.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,600.00
		0.000	0.00
		0.000	0.00
0374                          6000.11	5,600.00	1.000	5,600.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,600.00
		0.000	0.00
		0.000	0.00
0375                          6000.20	1,300.00	1.000	1,300.00
PIER NO.1 EXCAVATION	LS	1.000	1,300.00
		0.000	0.00
		0.000	0.00
0376                          6005.35	18.94	83.400	1,579.60
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	83.400	1,579.60
		0.000	0.00
		0.000	0.00
0377                          6005.83	284.34	10.000	2,843.40
FIXED BEARING	EACH	10.000	2,843.40
		0.000	0.00
		0.000	0.00
0378                          6010.22	300.00	259.000	77,700.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	259.000	77,700.00
		0.000	0.00
		0.000	0.00
0379                          6010.26	330.00	374.500	123,585.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	374.500	123,585.00
		0.000	0.00
		0.000	0.00
0380                          6011.11	230,000.00	1.000	230,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	230,000.00
AT STA. 3152+07.27 RT.		0.000	0.00
		0.000	0.00
0381                          6080.00	2.72	3,885.000	10,567.20
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	3,885.000	10,567.20
		0.000	0.00
		0.000	0.00
0382                          6095.00	446.83	16.000	7,149.28
STEEL DIAPHRAGM	EACH	16.000	7,149.28
		0.000	0.00
		0.000	0.00
0383                          6107.00	51.51	43.600	2,245.84
CONCRETE SLOPE PROTECTION	SY	43.600	2,245.84
		0.000	0.00
		0.000	0.00
0384                          6131.50	0.52	136,795.000	71,133.40
EPOXY COATED REINFORCING STEEL	LB	136,795.000	71,133.40
		0.000	0.00
		0.000	0.00
0385                          6139.50	21.41	107.000	2,290.87
SUBSURFACE DRAINAGE MATTING	SY	107.000	2,290.87
		0.000	0.00
		0.000	0.00
0386                          6210.50	24.00	5,670.000	136,080.00
PIPE PILING	LF	5,670.000	136,080.00
		0.000	0.00
		0.000	0.00
0387                          6404.16	34.00	244.000	8,296.00
6' PEDESTRIAN RAILING (CHAIN LINK TYPE)	LF	244.000	8,296.00
		0.000	0.00
		0.000	0.00
0388                          6602.31	40,300.00	1.000	40,300.00
CONCRETE COATING	LS	1.000	40,300.00
		0.000	0.00
		0.000	0.00
0389                          8091.00	24.00	340.000	8,160.00
GRANULAR BACKFILL	CY	340.000	8,160.00
		0.000	0.00
		0.000	0.00
GROUP 6M BRIDGE AT STA. 3152+07.27 RT.		Contracted	848,484.18
		Current	848,484.18
		In place	0.00
		This Estimate	0.00
GROUP 6O BRIDGE AT STA. 126+06.96
0409                          0030.60	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		0.000	0.00
		0.000	0.00
0410                          3050.15	280.00	170.300	47,684.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	170.300	47,684.00
		0.000	0.00
		0.000	0.00
0411                          3051.10	0.52	21,340.000	11,096.80
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	21,340.000	11,096.80
		0.000	0.00
		0.000	0.00
0412                          6000.10	5,600.00	1.000	5,600.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,600.00
		0.000	0.00
		0.000	0.00
0413                          6000.11	5,600.00	1.000	5,600.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,600.00
		0.000	0.00
		0.000	0.00
0414                          6000.20	1,300.00	1.000	1,300.00
PIER NO.1 EXCAVATION	LS	1.000	1,300.00
		0.000	0.00
		0.000	0.00
0415                          6005.35	18.94	116.800	2,212.19
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	116.800	2,212.19
		0.000	0.00
		0.000	0.00
0416                          6005.78	651.58	8.000	5,212.64
EXPANSION BEARING, TFE TYPE	EACH	8.000	5,212.64
		0.000	0.00
		0.000	0.00
0417                          6005.83	1,370.00	8.000	10,960.00
FIXED BEARING	EACH	8.000	10,960.00
		0.000	0.00
		0.000	0.00
0418                          6010.22	240.00	358.600	86,064.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	358.600	86,064.00
		0.000	0.00
		0.000	0.00
0419                          6010.26	400.00	406.400	162,560.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	406.400	162,560.00
		0.000	0.00
		0.000	0.00
0420                          6011.11	205,000.00	1.000	205,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	205,000.00
AT STA. 126+06.96		0.000	0.00
		0.000	0.00
0421                          6107.00	95.00	24.700	2,346.50
CONCRETE SLOPE PROTECTION	SY	24.700	2,346.50
		0.000	0.00
		0.000	0.00
0422                          6131.50	0.52	134,725.000	70,057.00
EPOXY COATED REINFORCING STEEL	LB	134,725.000	70,057.00
		0.000	0.00
		0.000	0.00
0423                          6139.50	20.00	131.300	2,626.00
SUBSURFACE DRAINAGE MATTING	SY	131.300	2,626.00
		0.000	0.00
		0.000	0.00
0424                          6210.12	17.00	3,100.000	52,700.00
HP 10"X42# STEEL PILING	LF	3,100.000	52,700.00
		0.000	0.00
		0.000	0.00
0425                          6602.31	20,700.00	1.000	20,700.00
CONCRETE COATING	LS	1.000	20,700.00
		0.000	0.00
		0.000	0.00
0426                          8091.00	24.00	265.700	6,376.80
GRANULAR BACKFILL	CY	265.700	6,376.80
		0.000	0.00
		0.000	0.00
GROUP 6O BRIDGE AT STA. 126+06.96		Contracted	738,095.93
		Current	738,095.93
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0427                          0001.08	0.50	7,280.000	3,640.00
BARRICADE, TYPE II	BDAY	7,280.000	3,640.00
		0.000	0.00
		0.000	0.00
0428                          0001.10	2.00	10,370.000	20,740.00
BARRICADE, TYPE III	BDAY	10,370.000	20,740.00
		321.000	642.00
		49.000	98.00
0429                          0001.75	2.00	144.000	288.00
TEMPORARY SIGN DAY	EACH	144.000	288.00
		0.000	0.00
		0.000	0.00
0430                          0001.90	0.25	43,620.000	10,905.00
SIGN DAY	EACH	43,620.000	10,905.00
		1,839.000	459.75
		294.000	73.50
0431                          0001.99	2.00	630.000	1,260.00
CONTRACTOR FURNISHED SIGN DAY	EACH	630.000	1,260.00
		0.000	0.00
		0.000	0.00
0432                          0003.10	274.00	200.000	54,800.00
FLAGGING	DAY	200.000	54,800.00
		0.000	0.00
		0.000	0.00
0433                          0003.51	16.00	480.000	7,680.00
INSTALL CONCRETE PROTECTION BARRIER	LF	480.000	7,680.00
		0.000	0.00
		0.000	0.00
0434                          0030.00	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0435                          1017.00	185,000.00	1.000	185,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	185,000.00
		0.022	4,070.00
		0.000	0.00
0436                          7110.00	1.70	1,000.000	1,700.00
TEMPORARY FENCE	LF	1,000.000	1,700.00
		0.000	0.00
		0.000	0.00
0437                          9110.01	75.00	150.000	11,250.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	150.000	11,250.00
		0.000	0.00
		0.000	0.00
0438                          9110.03	60.00	150.000	9,000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	150.000	9,000.00
		0.000	0.00
		0.000	0.00
0439                          9110.06	120.00	150.000	18,000.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	150.000	18,000.00
		0.000	0.00
		0.000	0.00
0440                          9110.07	38.00	150.000	5,700.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	150.000	5,700.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	333,963.00
		Current	333,963.00
		In place	5,171.75
		This Estimate	171.50
Totals for contract		Contracted	17,270,595.51
		Current	17,270,595.51
		In place	962,816.84
		This Estimate	555,131.85