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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2400 ADAMS CONSTRUCTION CO. & ADAMS LAND IMP
Contract ID:	7949
Estimate Number:	0004
Pay Period End Date:	09.20.2003

Contract Location:
ORAFINO TO US-283 BRIDGES	Estimate Type:	PROG
Contractor:
ADAMS CONSTRUCTION CO. & ADAMS LAND IMP	Date Let:	05.22.2003
712 OAK ST	Date Awarded:	05.29.2003
PO BOX 657	Date Contract Executed:	06.05.2003
	Date Notice to Proceed:	06.05.2003
ARAPAHOE NE 68922-0657	Date Work Began:	07.15.2003
Phone:	Date Physical Work Completed:
(308)962-7918	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
FRONTIER
GOSPER

Project Number		PCT			Fed State Project Number		Description
70949 000		0.000			EACSTPD-EACBR-18-2(110)		GRAD AGG CULV SEED BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$203,496.07	$108,512.07	$94,984.00
$2,507,145.68	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$203,496.07	$108,512.07	$94,984.00
$2,507,145.68	Retainage	$-2,034.96	$-1,085.12	$-949.84
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
8.12%	Net Earnings	$201,461.11	$107,426.95	$94,034.16
	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	$57.17	$.00	$57.17
	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	$57.17	$.00	$57.17
	Payment	$201,518.28	$107,426.95	$94,091.33
Project Manager			Div. Head/Dist. Eng.
Collins, Duane	09.22.2003		Knott, James	09.22.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.23.2003
Controller Div. Processed
Burling, Laurie	09.23.2003

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          0030.10	17,500.00	1.000	17,500.00
MOBILIZATION	LS	1.000	17,500.00
		0.211	3,694.44
		0.000	0.00
0002                          1000.00	50.00	24.000	1,200.00
LARGE TREE REMOVAL	EACH	24.000	1,200.00
		19.000	950.00
		0.000	0.00
0003                          1009.00	7,600.00	1.000	7,600.00
GENERAL CLEARING AND GRUBBING	LS	1.000	7,600.00
		0.375	2,850.00
		0.000	0.00
0004                          1010.00	0.95	427,808.000	406,417.60
EXCAVATION	CY	427,808.000	406,417.60
		5,775.000	5,486.25
		5,775.000	5,486.25
0005                          1010.01	0.75	2,683.000	2,012.25
EXCAVATION (ESTABLISHED QUANTITY)	CY	2,683.000	2,012.25
		0.000	0.00
		0.000	0.00
0006                          1011.00	12.50	2,043.000	25,537.50
WATER	MGAL	2,043.000	25,537.50
		2,511.050	31,388.13
		33.600	420.00
0007                          1012.00	65.00	170.000	11,050.00
RIGHT-OF-WAY MARKERS	EACH	170.000	11,050.00
		136.000	8,840.00
		0.000	0.00
0008                          1701.24	14.00	376.000	5,264.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	376.000	5,264.00
		0.000	0.00
		0.000	0.00
0009                          4050.01	4.50	1,930.000	8,685.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	1,930.000	8,685.00
		0.000	0.00
		0.000	0.00
0010                          7017.00	1.00	370.000	370.00
REMOVE GUARDRAIL	LF	370.000	370.00
		0.000	0.00
		0.000	0.00
0011                          9110.01	65.00	5.000	325.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	5.000	325.00
		0.000	0.00
		0.000	0.00
0012                          9110.03	50.00	5.000	250.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	5.000	250.00
		0.000	0.00
		0.000	0.00
0013                          9110.06	80.00	5.000	400.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	5.000	400.00
		0.000	0.00
		0.000	0.00
0014                          9110.07	50.00	5.000	250.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	5.000	250.00
		0.000	0.00
		0.000	0.00
0015                          L006.00	74.00	34.000	2,516.00
COVER CROP SEEDING	ACRE	34.000	2,516.00
		0.000	0.00
		0.000	0.00
0016                          L006.50	1,000.00	0.500	500.00
TEMPORARY SEEDING	ACRE	0.500	500.00
		0.000	0.00
		0.000	0.00
0017                          L020.01	4.05	8,971.000	36,332.55
EROSION CONTROL, TYPE A	SY	8,971.000	36,332.55
		0.000	0.00
		0.000	0.00
0018                          L020.08	4.10	5,637.000	23,111.70
EROSION CONTROL, TYPE AA	SY	5,637.000	23,111.70
		0.000	0.00
		0.000	0.00
0019                          L020.09	11.05	27,755.000	306,692.75
EROSION CONTROL, TYPE AAA	SY	27,755.000	306,692.75
		0.000	0.00
		0.000	0.00
0020                          L020.10	1.60	16,522.000	26,435.20
EROSION CONTROL, TYPE HV	SY	16,522.000	26,435.20
		0.000	0.00
		0.000	0.00
0021                          L021.01	15.00	96.000	1,440.00
EROSION CHECKS, TYPE A	BALE	96.000	1,440.00
		0.000	0.00
		0.000	0.00
0022                          L021.06	15.00	804.000	12,060.00
EROSION CHECKS, TYPE HV	BALE	804.000	12,060.00
		0.000	0.00
		0.000	0.00
0023                          L021.11	15.00	402.000	6,030.00
EROSION CHECKS, TYPE ST-A	BALE	402.000	6,030.00
		0.000	0.00
		0.000	0.00
0024                          L021.13	15.00	210.000	3,150.00
EROSION CHECKS, TYPE ST-AA	BALE	210.000	3,150.00
		0.000	0.00
		0.000	0.00
0025                          L021.15	15.00	102.000	1,530.00
EROSION CHECKS, TYPE ST-HV	BALE	102.000	1,530.00
		0.000	0.00
		0.000	0.00
0026                          L021.16	15.00	306.000	4,590.00
EROSION CHECKS, TYPE ST-AAA	BALE	306.000	4,590.00
		0.000	0.00
		0.000	0.00
0027                          L021.21	15.00	114.000	1,710.00
EROSION CHECKS, TYPE AA	BALE	114.000	1,710.00
		0.000	0.00
		0.000	0.00
0028                          L021.22	15.00	918.000	13,770.00
EROSION CHECKS, TYPE AAA	BALE	918.000	13,770.00
		0.000	0.00
		0.000	0.00
0029                          L022.11	1.65	10,945.000	18,059.25
FABRIC SILT FENCE-LOW POROSITY	LF	5,945.000	9,809.25
		0.000	0.00
		0.000	0.00
0030                          L022.12	3.50	134.000	469.00
FABRIC SILT FENCE-HIGH POROSITY	LF	134.000	469.00
		0.000	0.00
		0.000	0.00
0031                          L022.75	6.50	4,860.000	31,590.00
TEMPORARY SILT CHECK	LF	4,860.000	31,590.00
		0.000	0.00
		0.000	0.00
0032                          L032.75	500.00	1.000	500.00
MULCH	TON	1.000	500.00
		0.000	0.00
		0.000	0.00
0033                          P300.24	12.00	44.000	528.00
24" CULVERT PIPE, TYPE 3,4 OR 5	LF	44.000	528.00
		0.000	0.00
		0.000	0.00
0034                          P300.60	68.00	207.000	14,076.00
60" CULVERT PIPE, TYPE 3,4 OR 5	LF	207.000	14,076.00
		0.000	0.00
		0.000	0.00
4000                          L022.11	1.65	0.000	0.00
FABRIC SILT FENCE-LOW POROSITY	LF	5,000.000	8,250.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	991,951.80
		Current	991,951.80
		In place	53,208.82
		This Estimate	5,906.25
GROUP 2 AGGREGATES
0035                          0030.20	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
0036                          2001.00	7.95	7,035.000	55,928.25
GRAVEL SURFACE COURSE	CY	7,035.000	55,928.25
		0.000	0.00
		0.000	0.00
0037                          2009.10	60.00	216.000	12,960.00
GRAVEL EMBEDMENT	STA	216.000	12,960.00
		0.000	0.00
		0.000	0.00
0038                          9111.00	12.50	325.000	4,062.50
WATER	MGAL	325.000	4,062.50
		0.000	0.00
		0.000	0.00
GROUP 2 AGGREGATES		Contracted	73,450.75
		Current	73,450.75
		In place	0.00
		This Estimate	0.00
GROUP 4 CULVERTS
0039                          0030.40	1,675.00	1.000	1,675.00
MOBILIZATION	LS	1.000	1,675.00
		0.000	0.00
		0.000	0.00
0040                          4050.01	6.00	1,828.000	10,968.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	1,828.000	10,968.00
		250.000	1,500.00
		250.000	1,500.00
0041                          4310.24	220.00	6.000	1,320.00
24" FLARED-END SECTION	EACH	6.000	1,320.00
		0.000	0.00
		0.000	0.00
0042                          4310.48	665.00	2.000	1,330.00
48" FLARED-END SECTION	EACH	2.000	1,330.00
		0.000	0.00
		0.000	0.00
0043                          4310.60	890.00	4.000	3,560.00
60" FLARED-END SECTION	EACH	4.000	3,560.00
		0.000	0.00
		0.000	0.00
0044                          4310.84	1,500.00	4.000	6,000.00
84" FLARED-END SECTION	EACH	4.000	6,000.00
		0.000	0.00
		0.000	0.00
0045                          P255.24	27.00	280.000	7,560.00
24" CULVERT PIPE, TYPE 4 OR 5	LF	280.000	7,560.00
		0.000	0.00
		0.000	0.00
0046                          P255.48	66.00	169.000	11,154.00
48" CULVERT PIPE, TYPE 4 OR 5	LF	169.000	11,154.00
		0.000	0.00
		0.000	0.00
0047                          P255.60	99.00	318.000	31,482.00
60" CULVERT PIPE, TYPE 4 OR 5	LF	318.000	31,482.00
		318.000	31,482.00
		318.000	31,482.00
0048                          P255.84	139.00	213.000	29,607.00
84" CULVERT PIPE, TYPE 4 0R 5	LF	213.000	29,607.00
		0.000	0.00
		0.000	0.00
0049                          P300.24	27.00	67.000	1,809.00
24" CULVERT PIPE, TYPE 3,4 OR 5	LF	67.000	1,809.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	106,465.00
		Current	106,465.00
		In place	32,982.00
		This Estimate	32,982.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 1602+08.61
0050                          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
0051                          4051.01	10.00	105.000	1,050.00
EXCAVATION FOR BOX CULVERTS	CY	105.000	1,050.00
		50.000	500.00
		0.000	0.00
0052                          4101.06	260.00	382.710	99,504.60
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	382.710	99,504.60
		345.535	89,839.10
		178.035	46,289.10
0053                          4151.00	0.65	29,903.000	19,436.95
REINFORCING STEEL FOR BOX CULVERT	LB	29,903.000	19,436.95
		27,082.000	17,603.30
		14,932.000	9,705.80
0054                          6040.00	2,000.00	1.000	2,000.00
REMOVE STRUCTURE	EACH	1.000	2,000.00
AT STA. 1602+11 LT		0.000	0.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 1602+08.61		Contracted	124,991.55
		Current	124,991.55
		In place	110,942.40
		This Estimate	55,994.90
GROUP 4B CONCRETE BOX CULVERT AT STA. 1887+09
0055                          0030.40	4,150.00	1.000	4,150.00
MOBILIZATION	LS	1.000	4,150.00
		0.000	0.00
		0.000	0.00
0056                          4051.01	10.00	52.000	520.00
EXCAVATION FOR BOX CULVERTS	CY	52.000	520.00
		0.000	0.00
		0.000	0.00
0057                          4101.06	260.00	269.450	70,057.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	269.450	70,057.00
		0.000	0.00
		0.000	0.00
0058                          4151.00	0.65	27,964.000	18,176.60
REINFORCING STEEL FOR BOX CULVERT	LB	27,964.000	18,176.60
		0.000	0.00
		0.000	0.00
0059                          6040.00	2,500.00	1.000	2,500.00
REMOVE STRUCTURE	EACH	1.000	2,500.00
AT STA. 1887+13		0.000	0.00
		0.000	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 1887+09		Contracted	95,403.60
		Current	95,403.60
		In place	0.00
		This Estimate	0.00
GROUP 5 SEEDING
0060                          0030.50	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
0061                          L001.01	435.00	34.000	14,790.00
SEEDING, TYPE A	ACRE	34.000	14,790.00
		0.000	0.00
		0.000	0.00
0062                          L032.75	70.00	77.000	5,390.00
MULCH	TON	77.000	5,390.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	20,680.00
		Current	20,680.00
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA 1268+27.00
0063                          0030.60	26,100.00	1.000	26,100.00
MOBILIZATION	LS	1.000	26,100.00
		0.000	0.00
		0.000	0.00
0064                          3050.15	203.00	160.800	32,642.40
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	160.800	32,642.40
		0.000	0.00
		0.000	0.00
0065                          3051.10	0.56	18,855.000	10,558.80
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	18,855.000	10,558.80
		0.000	0.00
		0.000	0.00
0066                          6000.10	1,900.00	1.000	1,900.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,900.00
		0.000	0.00
		0.000	0.00
0067                          6000.11	1,900.00	1.000	1,900.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,900.00
		0.000	0.00
		0.000	0.00
0068                          6005.60	400.00	8.000	3,200.00
ELASTOMERIC BEARING	EACH	8.000	3,200.00
		0.000	0.00
		0.000	0.00
0069                          6010.22	302.50	86.200	26,075.50
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	86.200	26,075.50
		0.000	0.00
		0.000	0.00
0070                          6010.26	296.00	200.500	59,348.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	200.500	59,348.00
		0.000	0.00
		0.000	0.00
0071                          6011.11	79,000.00	1.000	79,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	79,000.00
AT STA. 1268+27		0.000	0.00
		0.000	0.00
0072                          6040.00	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 1267+14.72		0.000	0.00
		0.000	0.00
0073                          6080.00	1.78	7,275.000	12,949.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	7,275.000	12,949.50
		0.000	0.00
		0.000	0.00
0074                          6105.02	44.75	550.000	24,612.50
ROCK RIPRAP, TYPE B	TON	550.000	24,612.50
		0.000	0.00
		0.000	0.00
0075                          6131.50	0.56	45,463.000	25,459.28
EPOXY COATED REINFORCING STEEL	LB	45,463.000	25,459.28
		0.000	0.00
		0.000	0.00
0076                          6139.50	26.00	98.000	2,548.00
SUBSURFACE DRAINAGE MATTING	SY	98.000	2,548.00
		0.000	0.00
		0.000	0.00
0077                          6210.50	30.30	1,440.000	43,632.00
PIPE PILING	LF	1,440.000	43,632.00
		0.000	0.00
		0.000	0.00
0078                          6310.00	11.10	4,171.000	46,298.10
STEEL SHEET PILING	SF	4,171.000	46,298.10
		0.000	0.00
		0.000	0.00
0079                          8091.00	16.00	520.000	8,320.00
GRANULAR BACKFILL	CY	520.000	8,320.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA 1268+27.00		Contracted	408,544.08
		Current	408,544.08
		In place	0.00
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 1740+30
0097                          0030.60	14,500.00	1.000	14,500.00
MOBILIZATION	LS	1.000	14,500.00
		0.000	0.00
		0.000	0.00
0098                          1030.00	9.00	180.000	1,620.00
EARTHWORK MEASURED IN EMBANKMENT	CY	180.000	1,620.00
		0.000	0.00
		0.000	0.00
0099                          3050.15	200.00	159.400	31,880.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	159.400	31,880.00
		0.000	0.00
		0.000	0.00
0100                          3051.10	0.56	17,973.000	10,064.88
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	17,973.000	10,064.88
		0.000	0.00
		0.000	0.00
0101                          6000.10	1,675.00	1.000	1,675.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,675.00
		0.000	0.00
		0.000	0.00
0102                          6000.11	1,675.00	1.000	1,675.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,675.00
		0.000	0.00
		0.000	0.00
0103                          6010.22	340.00	57.000	19,380.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	57.000	19,380.00
		0.000	0.00
		0.000	0.00
0104                          6010.26	356.50	90.400	32,227.60
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	90.400	32,227.60
		0.000	0.00
		0.000	0.00
0105                          6011.11	49,000.00	1.000	49,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	49,000.00
AT STA. 1740+30		0.000	0.00
		0.000	0.00
0106                          6040.00	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 1740+26.7		0.000	0.00
		0.000	0.00
0107                          6080.00	1.77	4,080.000	7,221.60
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	4,080.000	7,221.60
		0.000	0.00
		0.000	0.00
0108                          6105.02	44.75	665.000	29,758.75
ROCK RIPRAP, TYPE B	TON	665.000	29,758.75
		0.000	0.00
		0.000	0.00
0109                          6131.50	0.56	27,982.000	15,669.92
EPOXY COATED REINFORCING STEEL	LB	27,982.000	15,669.92
		0.000	0.00
		0.000	0.00
0110                          6210.50	31.00	1,260.000	39,060.00
PIPE PILING	LF	1,260.000	39,060.00
		0.000	0.00
		0.000	0.00
0111                          6310.00	11.10	4,275.000	47,452.50
STEEL SHEET PILING	SF	4,275.000	47,452.50
		0.000	0.00
		0.000	0.00
0112                          8091.00	16.00	320.000	5,120.00
GRANULAR BACKFILL	CY	320.000	5,120.00
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 1740+30		Contracted	310,305.25
		Current	310,305.25
		In place	0.00
		This Estimate	0.00
GROUP 6D BRIDGE AT STA. 1813+17
0129                          0030.60	14,500.00	1.000	14,500.00
MOBILIZATION	LS	1.000	14,500.00
		0.000	0.00
		0.000	0.00
0130                          1010.01	8.50	518.000	4,403.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	518.000	4,403.00
		0.000	0.00
		0.000	0.00
0131                          3050.15	198.00	159.200	31,521.60
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	159.200	31,521.60
		0.000	0.00
		0.000	0.00
0132                          3051.10	0.56	17,532.000	9,817.92
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	17,532.000	9,817.92
		0.000	0.00
		0.000	0.00
0133                          6000.10	1,675.00	1.000	1,675.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,675.00
		0.000	0.00
		0.000	0.00
0134                          6000.11	1,675.00	1.000	1,675.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,675.00
		0.000	0.00
		0.000	0.00
0135                          6010.22	339.00	58.300	19,763.70
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	58.300	19,763.70
		0.000	0.00
		0.000	0.00
0136                          6010.26	355.00	97.500	34,612.50
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	97.500	34,612.50
		0.000	0.00
		0.000	0.00
0137                          6011.11	50,500.00	1.000	50,500.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	50,500.00
AT STA. 1813+17		0.000	0.00
		0.000	0.00
0138                          6040.00	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 1813+17		0.000	0.00
		0.000	0.00
0139                          6080.00	1.74	4,620.000	8,038.80
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	4,620.000	8,038.80
		0.000	0.00
		0.000	0.00
0140                          6105.02	44.75	785.000	35,128.75
ROCK RIPRAP, TYPE B	TON	785.000	35,128.75
		0.000	0.00
		0.000	0.00
0141                          6131.50	0.56	26,243.000	14,696.08
EPOXY COATED REINFORCING STEEL	LB	26,243.000	14,696.08
		0.000	0.00
		0.000	0.00
0142                          6210.50	31.00	1,260.000	39,060.00
PIPE PILING	LF	1,260.000	39,060.00
		0.000	0.00
		0.000	0.00
0143                          6310.00	11.40	3,017.000	34,393.80
STEEL SHEET PILING	SF	3,017.000	34,393.80
		0.000	0.00
		0.000	0.00
0144                          8091.00	16.00	365.000	5,840.00
GRANULAR BACKFILL	CY	365.000	5,840.00
		0.000	0.00
		0.000	0.00
GROUP 6D BRIDGE AT STA. 1813+17		Contracted	309,626.15
		Current	309,626.15
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0161                          0030.70	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0162                          7011.20	16.00	137.500	2,200.00
W-BEAM GUARDRAIL	LF	137.500	2,200.00
		0.000	0.00
		0.000	0.00
0163                          7020.00	1,600.00	12.000	19,200.00
BRIDGE APPROACH SECTIONS	EACH	12.000	19,200.00
		0.000	0.00
		0.000	0.00
0164                          7024.27	1,400.00	12.000	16,800.00
GUARDRAIL END TREATMENT, TYPE II	EACH	12.000	16,800.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	39,200.00
		Current	39,200.00
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0165                          0001.08	0.50	1,470.000	735.00
BARRICADE, TYPE II	BDAY	1,470.000	735.00
		0.000	0.00
		0.000	0.00
0166                          0001.10	1.10	5,140.000	5,654.00
BARRICADE, TYPE III	BDAY	5,140.000	5,654.00
		4.000	4.40
		4.000	4.40
0167                          0001.90	0.85	12,130.000	10,310.50
SIGN DAY	EACH	12,130.000	10,310.50
		825.000	701.25
		105.000	89.25
0168                          0001.99	1.20	1,690.000	2,028.00
CONTRACTOR FURNISHED SIGN DAY	EACH	1,690.000	2,028.00
		6.000	7.20
		6.000	7.20
0169                          0010.04	4,000.00	1.000	4,000.00
FIELD OFFICE	EACH	1.000	4,000.00
		0.750	3,000.00
		0.000	0.00
0170                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0171                          0030.00	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		0.883	2,650.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	26,527.50
		Current	26,527.50
		In place	6,362.85
		This Estimate	100.85
Totals for contract		Contracted	2,507,145.68
		Current	2,507,145.68
		In place	203,496.07
		This Estimate	94,984.00