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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0875 BROWER CONSTRUCTION CO.
Contract ID:	3901
Estimate Number:	0005
Pay Period End Date:	07.19.2003

Contract Location:
WAYNE EAST	Estimate Type:	PROG
Contractor:
BROWER CONSTRUCTION CO.	Date Let:	02.06.2003
2220 HAWKEYE DRIVE	Date Awarded:	02.13.2003
PO BOX 1137	Date Contract Executed:	02.24.2003
	Date Notice to Proceed:	02.24.2003
SIOUX CITY IA 51102	Date Work Began:	05.05.2003
Phone:	Date Physical Work Completed:
(712)252-2766	Date Accepted:
Escrow Agent:
Surety Co:
FEDERAL INSURANCE COMPANY

Counties
WAYNE

Project Number		PCT			Fed State Project Number		Description
30901 000		0.000			EACSTPD-35-4(112)		GRAD CULV BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$593,977.94	$300,484.89	$293,493.05
$4,423,176.44	Stockpiled Materials	$107,260.25	$116,908.91	$-9,648.66
Original Contract Amt	Gross Earnings	$701,238.19	$417,393.80	$283,844.39
$4,418,941.08	Retainage	$-5,939.78	$-3,004.85	$-2,934.93
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
13.43%	Net Earnings	$695,298.41	$414,388.95	$280,909.46
	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	$-525.84	$-525.84	$.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	-$525.84	-$525.84	$.00
	Payment	$694,772.57	$413,863.11	$280,909.46
Project Manager			Div. Head/Dist. Eng.
Francis, Jeff	07.22.2003		Boyle, Pat	07.24.2003
Constr. Estimate Eng.			Materials Eng.
Hitzeman, Bill	07.25.2003
Controller Div. Processed
Burling, Laurie	07.25.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0111	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	12,039.86	3587
		Phase 1
		Total for estimate 0003:	12,039.86
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0109	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	1,837.00	23177
		S.P. Adjustment	-918.50	23177
0111	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,305.15	3587
		Phase 1
0113	6210.50	PIPE PILING
		S.P. Initial Payment	34,145.11	053317
0114	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	34,033.54	3100c
0131	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	330.00	23177
0135	6210.50	PIPE PILING
		S.P. Initial Payment	22,131.84	053317
0136	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	14,615.21	3100c
		Total for estimate 0004:	104,869.05
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0109	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-918.50	23177
0111	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,061.82	3587
		Phase 1
0113	6210.50	PIPE PILING
		S.P. Adjustment	-7,668.34	053317
		Total for estimate 0005:	-9,648.66
		Total remaining for contract:	107,260.25

			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	28,324.58	1.000	28,324.58
MOBILIZATION	LS	1.000	28,324.58
		1.000	28,324.58
		0.000	0.00
0002                          1009.00	25,000.00	1.000	25,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	25,000.00
		0.750	18,750.00
		0.000	0.00
0003                          1010.01	3.44	8,451.000	29,071.44
EXCAVATION (ESTABLISHED QUANTITY)	m3	8,451.000	29,071.44
		0.000	0.00
		0.000	0.00
0004                          1011.00	1.31	1,084.000	1,420.04
WATER	kL	1,084.000	1,420.04
		0.000	0.00
		0.000	0.00
0005                          1012.00	68.32	86.000	5,875.52
RIGHT-OF-WAY MARKERS	EACH	86.000	5,875.52
		61.000	4,167.52
		0.000	0.00
0006                          1030.00	5.06	38,717.000	195,908.02
EARTHWORK MEASURED IN EMBANKMENT	m3	38,717.000	195,908.02
		20,051.000	101,458.06
		0.000	0.00
0007                          1101.00	5.35	371.000	1,984.85
REMOVE PAVEMENT	m2	371.000	1,984.85
		0.000	0.00
		0.000	0.00
0008                          1106.00	4.99	199.000	993.01
REMOVE DRIVEWAY	m2	199.000	993.01
		614.147	3,064.59
		0.000	0.00
0009                          1128.50	6.60	38.000	250.80
REMOVE SLAB	m2	38.000	250.80
		40.920	270.07
		0.000	0.00
0010                          1701.24	52.68	12.000	632.16
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	12.000	632.16
		13.500	711.18
		0.000	0.00
0011                          4050.01	3.69	154.000	568.26
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	154.000	568.26
		154.000	568.26
		0.000	0.00
0012                          7017.00	4.30	1,546.000	6,647.80
REMOVE GUARDRAIL	m	1,546.000	6,647.80
		0.000	0.00
		0.000	0.00
0013                          L006.00	185.00	14.000	2,590.00
COVER CROP SEEDING	ha	14.000	2,590.00
		1.886	348.91
		1.886	348.91
0014                          L006.50	7,410.00	1.000	7,410.00
TEMPORARY SEEDING	ha	1.000	7,410.00
		0.000	0.00
		0.000	0.00
0015                          L020.00	1.48	28,894.000	42,763.12
EROSION CONTROL	m2	28,894.000	42,763.12
		0.000	0.00
		0.000	0.00
0016                          L020.08	5.09	1,962.000	9,986.58
EROSION CONTROL, TYPE AA	m2	1,962.000	9,986.58
		0.000	0.00
		0.000	0.00
0017                          L020.09	11.50	1,062.000	12,213.00
EROSION CONTROL, TYPE AAA	m2	1,062.000	12,213.00
		0.000	0.00
		0.000	0.00
0018                          L020.10	1.67	750.000	1,252.50
EROSION CONTROL, TYPE HV	m2	750.000	1,252.50
		0.000	0.00
		0.000	0.00
0019                          L021.06	13.50	150.000	2,025.00
EROSION CHECKS, TYPE HV	BALE	150.000	2,025.00
		0.000	0.00
		0.000	0.00
0020                          L021.21	24.00	40.000	960.00
EROSION CHECKS, TYPE AA	BALE	40.000	960.00
		0.000	0.00
		0.000	0.00
0021                          L021.22	48.00	10.000	480.00
EROSION CHECKS, TYPE AAA	BALE	10.000	480.00
		0.000	0.00
		0.000	0.00
0022                          L022.11	6.90	3,983.000	27,482.70
FABRIC SILT FENCE-LOW POROSITY	m	3,983.000	27,482.70
		694.180	4,789.84
		276.780	1,909.78
0023                          P300.60	221.93	79.000	17,532.47
1500 mm CULVERT PIPE, TYPE 3,4 OR 5	m	79.000	17,532.47
		81.000	17,976.33
		0.000	0.00
4001                          7390.10	908.12	0.000	0.00
REMOVE SIGN, POST, AND FOOTING	EACH	1.000	908.12
Billboard removal Sta. 22+00 Rt.		1.000	908.12
		0.000	0.00
GROUP 1 GRADING		Contracted	421,371.85
		Current	422,279.97
		In place	181,337.46
		This Estimate	2,258.69
GROUP 4 CULVERTS
0024                          0030.40	9,000.00	1.000	9,000.00
MOBILIZATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0025                          1043.50	2.00	17.000	34.00
RIPRAP FILTER FABRIC	m2	17.000	34.00
		0.000	0.00
		0.000	0.00
0026                          4030.00	80.00	21.000	1,680.00
RELAYING CORRUGATED METAL PIPE	m	21.000	1,680.00
		26.000	2,080.00
		0.000	0.00
0027                          4035.25	75.00	4.000	300.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	4.000	300.00
		3.000	225.00
		1.000	75.00
0028                          4040.00	150.00	28.000	4,200.00
REMOVE HEADWALLS FROM CULVERTS	EACH	28.000	4,200.00
		7.000	1,050.00
		4.000	600.00
0029                          4043.00	71.50	21.000	1,501.50
REMOVE CULVERT PIPE	m	21.000	1,501.50
		29.560	2,113.54
		0.000	0.00
0030                          4044.00	2,325.00	1.000	2,325.00
PREPARATION OF STRUCTURE	EACH	1.000	2,325.00
AT STA. 81+89		0.000	0.00
		0.000	0.00
0031                          4044.01	2,325.00	1.000	2,325.00
PREPARATION OF STRUCTURE	EACH	1.000	2,325.00
AT STA. 89+14		0.000	0.00
		0.000	0.00
0032                          4044.02	2,325.00	1.000	2,325.00
PREPARATION OF STRUCTURE	EACH	1.000	2,325.00
AT STA. 106+96.8		0.000	0.00
		0.000	0.00
0033                          4050.01	25.70	627.000	16,113.90
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	627.000	16,113.90
		262.000	6,733.40
		1.000	25.70
0034                          4051.01	25.70	203.000	5,217.10
EXCAVATION FOR BOX CULVERTS	m3	203.000	5,217.10
		0.000	0.00
		0.000	0.00
0035                          4101.06	485.00	62.720	30,419.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	62.720	30,419.20
		0.000	0.00
		0.000	0.00
0036                          4107.07	600.00	6.670	4,002.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	6.670	4,002.00
		0.000	0.00
		0.000	0.00
0037                          4151.00	1.00	4,144.000	4,144.00
REINFORCING STEEL FOR BOX CULVERT	kg	4,144.000	4,144.00
		0.000	0.00
		0.000	0.00
0038                          4157.00	2.50	240.000	600.00
REINFORCING STEEL FOR COLLARS	kg	240.000	600.00
		0.000	0.00
		0.000	0.00
0039                          4310.24	225.00	8.000	1,800.00
600 mm FLARED-END SECTION	EACH	8.000	1,800.00
		2.000	450.00
		2.000	450.00
0040                          4310.30	290.00	2.000	580.00
750 mm FLARED-END SECTION	EACH	2.000	580.00
		0.000	0.00
		0.000	0.00
0041                          4310.36	240.00	7.000	1,680.00
900 mm FLARED-END SECTION	EACH	7.000	1,680.00
		1.000	240.00
		1.000	240.00
0042                          4310.42	510.00	3.000	1,530.00
1050 mm FLARED-END SECTION	EACH	3.000	1,530.00
		0.000	0.00
		0.000	0.00
0043                          4310.48	560.00	2.000	1,120.00
1200 mm FLARED-END SECTION	EACH	2.000	1,120.00
		0.000	0.00
		0.000	0.00
0044                          4310.54	660.00	3.000	1,980.00
1350 mm FLARED-END SECTION	EACH	3.000	1,980.00
		0.000	0.00
		0.000	0.00
0045                          4310.60	690.00	2.000	1,380.00
1500 mm FLARED-END SECTION	EACH	2.000	1,380.00
		2.000	1,380.00
		2.000	1,380.00
0046                          4320.42	690.00	1.000	690.00
1050 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	690.00
		0.000	0.00
		0.000	0.00
0047                          4320.60	800.00	2.000	1,600.00
1500 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,600.00
		0.000	0.00
		0.000	0.00
0048                          4362.24	75.00	1.000	75.00
INSTALL 600 mm METAL FLARED-END SECTION	EACH	1.000	75.00
		0.000	0.00
		0.000	0.00
0049                          4362.36	75.00	1.000	75.00
INSTALL 900 mm METAL FLARED-END SECTION	EACH	1.000	75.00
		0.000	0.00
		0.000	0.00
0050                          4362.48	75.00	2.000	150.00
INSTALL 1200 mm METAL FLARED-END SECTION	EACH	2.000	150.00
		2.000	150.00
		2.000	150.00
0051                          6105.02	40.00	13.000	520.00
ROCK RIPRAP, TYPE B	Mg	13.000	520.00
		0.000	0.00
		0.000	0.00
0052                          P300.24	90.00	13.200	1,188.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	13.200	1,188.00
		2.000	180.00
		2.000	180.00
0053                          P300.30	110.00	7.400	814.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	7.400	814.00
		0.000	0.00
		0.000	0.00
0054                          P300.36	129.00	15.100	1,947.90
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	15.100	1,947.90
		0.000	0.00
		0.000	0.00
0055                          P300.42	165.00	18.400	3,036.00
1050 mm CULVERT PIPE, TYPE 3,4 OR 5	m	18.400	3,036.00
		21.460	3,540.90
		0.000	0.00
0056                          P300.48	180.00	12.100	2,178.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	12.100	2,178.00
		0.000	0.00
		0.000	0.00
0057                          P300.54	210.00	23.300	4,893.00
1350 mm CULVERT PIPE, TYPE 3,4 OR 5	m	23.300	4,893.00
		0.000	0.00
		0.000	0.00
0058                          P300.60	226.00	6.900	1,559.40
1500 mm CULVERT PIPE, TYPE 3,4 OR 5	m	6.900	1,559.40
		5.500	1,243.00
		3.000	678.00
0059                          P375.42	250.00	1.000	250.00
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	1.000	250.00
		0.000	0.00
		0.000	0.00
0060                          P375.60	275.00	2.500	687.50
1500 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	2.500	687.50
		0.000	0.00
		0.000	0.00
0061                          P400.24	120.00	16.000	1,920.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	16.000	1,920.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	115,840.50
		Current	115,840.50
		In place	28,385.84
		This Estimate	3,778.70
GROUP 4A CONCRETE BOX CULVERT AT STA. 96+03.3
0062                          0030.40	9,000.00	1.000	9,000.00
MOBILIZATION	LS	1.000	9,000.00
		0.000	0.00
		0.000	0.00
0063                          1043.50	2.00	83.000	166.00
RIPRAP FILTER FABRIC	m2	83.000	166.00
		0.000	0.00
		0.000	0.00
0064                          4051.01	20.00	624.000	12,480.00
EXCAVATION FOR BOX CULVERTS	m3	624.000	12,480.00
		0.000	0.00
		0.000	0.00
0065                          4101.06	330.00	242.010	79,863.30
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	242.010	79,863.30
		0.000	0.00
		0.000	0.00
0066                          4151.00	1.00	16,852.000	16,852.00
REINFORCING STEEL FOR BOX CULVERT	kg	16,852.000	16,852.00
		0.000	0.00
		0.000	0.00
0067                          6040.00	6,000.00	1.000	6,000.00
REMOVE STRUCTURE	EACH	1.000	6,000.00
AT STA. 96+07.1		0.000	0.00
		0.000	0.00
0068                          6105.02	40.00	79.000	3,160.00
ROCK RIPRAP, TYPE B	Mg	79.000	3,160.00
		0.000	0.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 96+03.3		Contracted	127,521.30
		Current	127,521.30
		In place	0.00
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 23+12.025
0093                          0030.60	84,841.00	1.000	84,841.00
MOBILIZATION	LS	1.000	84,841.00
		1.000	84,841.00
		0.500	42,420.50
0094                          1010.01	3.50	240.000	840.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	240.000	840.00
		0.000	0.00
		0.000	0.00
0095                          1043.50	2.67	43.000	114.81
RIPRAP FILTER FABRIC	m2	43.000	114.81
		0.000	0.00
		0.000	0.00
0096                          3050.15	190.04	180.300	34,264.21
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	180.300	34,264.21
		0.000	0.00
		0.000	0.00
0097                          3051.10	1.40	11,245.000	15,743.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	11,245.000	15,743.00
		0.000	0.00
		0.000	0.00
0098                          6000.10	3,148.00	1.000	3,148.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,148.00
		0.000	0.00
		0.000	0.00
0099                          6000.11	3,148.00	1.000	3,148.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,148.00
		0.000	0.00
		0.000	0.00
0100                          6001.50	8,457.00	1.000	8,457.00
BENT NO.1 EXCAVATION	LS	1.000	8,457.00
		0.500	4,228.50
		0.000	0.00
0101                          6001.51	11,491.00	1.000	11,491.00
BENT NO.2 EXCAVATION	LS	1.000	11,491.00
		0.500	5,745.50
		0.500	5,745.50
0102                          6005.35	123.01	35.800	4,403.76
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	35.800	4,403.76
		0.000	0.00
		0.000	0.00
0103                          6005.78	587.20	12.000	7,046.40
EXPANSION BEARING, TFE TYPE	EACH	12.000	7,046.40
		0.000	0.00
		0.000	0.00
0104                          6005.83	127.48	24.000	3,059.52
FIXED BEARING	EACH	24.000	3,059.52
		0.000	0.00
		0.000	0.00
0105                          6010.22	295.34	377.000	111,343.18
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	377.000	111,343.18
		143.900	42,499.43
		68.900	20,348.93
0106                          6010.26	292.32	346.700	101,347.34
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	346.700	101,347.34
		0.000	0.00
		0.000	0.00
0107                          6011.11	171,819.00	1.000	171,819.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	171,819.00
AT STA. 23+12.025		0.000	0.00
		0.000	0.00
0108                          6040.00	73,532.00	1.000	73,532.00
REMOVE STRUCTURE	EACH	1.000	73,532.00
AT STA. 23+10.5		0.000	0.00
		0.000	0.00
0109                          6080.00	5.75	835.000	4,801.25
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	835.000	4,801.25
		835.000	4,801.26
		417.500	2,400.63
0110                          6104.00	5.37	120.000	644.40
BROKEN CONCRETE RIPRAP	Mg	120.000	644.40
		0.000	0.00
		0.000	0.00
0111                          6131.50	1.40	51,000.000	71,400.00
EPOXY COATED REINFORCING STEEL	kg	51,000.000	71,400.00
		4,012.500	5,617.50
		1,800.000	2,520.00
0112                          6139.50	49.20	51.000	2,509.20
SUBSURFACE DRAINAGE MATTING	m2	51.000	2,509.20
		0.000	0.00
		0.000	0.00
0113                          6210.50	66.96	979.200	65,567.23
PIPE PILING	m	979.200	65,567.23
		314.222	21,040.30
		190.220	12,737.13
0114                          6310.00	118.38	496.000	58,716.48
STEEL SHEET PILING	m2	496.000	58,716.48
		0.000	0.00
		0.000	0.00
0115                          6510.55	8,158.00	1.000	8,158.00
TEMPORARY BRIDGE SHORING	LS	1.000	8,158.00
		0.000	0.00
		0.000	0.00
0116                          8091.00	16.03	154.000	2,468.62
GRANULAR BACKFILL	m3	154.000	2,468.62
		0.000	0.00
		0.000	0.00
4002                          6210.62	133.92	0.000	0.00
PILE SPLICE FOR PIPE PILING	EACH	20.000	2,678.40
		20.000	2,678.40
		10.000	1,339.20
4003                          6210.60	40.176	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	16.150	648.84
Grp 6A pipe pile cut-off		16.150	648.84
		16.150	648.84
GROUP 6A BRIDGE AT STA. 23+12.025		Contracted	848,863.41
		Current	852,190.65
		In place	172,100.73
		This Estimate	88,160.73
GROUP 6B BRIDGE AT STA. 28+85.160
0117                          0030.60	44,580.00	1.000	44,580.00
MOBILIZATION	LS	1.000	44,580.00
		0.000	0.00
		0.000	0.00
0118                          1010.01	3.44	975.000	3,354.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	975.000	3,354.00
		0.000	0.00
		0.000	0.00
0119                          1043.50	2.52	61.000	153.72
RIPRAP FILTER FABRIC	m2	61.000	153.72
		0.000	0.00
		0.000	0.00
0120                          3050.15	201.99	141.600	28,601.78
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	141.600	28,601.78
		0.000	0.00
		0.000	0.00
0121                          3051.10	1.34	9,445.000	12,656.30
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,445.000	12,656.30
		0.000	0.00
		0.000	0.00
0122                          6000.10	12,205.00	1.000	12,205.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	12,205.00
		0.000	0.00
		0.000	0.00
0123                          6000.11	12,205.00	1.000	12,205.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	12,205.00
		0.000	0.00
		0.000	0.00
0124                          6001.50	10,726.00	1.000	10,726.00
BENT NO.1 EXCAVATION	LS	1.000	10,726.00
		0.000	0.00
		0.000	0.00
0125                          6001.51	10,753.00	1.000	10,753.00
BENT NO.2 EXCAVATION	LS	1.000	10,753.00
		0.000	0.00
		0.000	0.00
0126                          6005.60	44.89	114.000	5,117.46
ELASTOMERIC BEARING	EACH	114.000	5,117.46
		0.000	0.00
		0.000	0.00
0127                          6010.22	300.96	111.200	33,466.75
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	111.200	33,466.75
		0.000	0.00
		0.000	0.00
0128                          6010.26	478.10	71.600	34,231.96
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	71.600	34,231.96
		0.000	0.00
		0.000	0.00
0129                          6011.11	61,686.00	1.000	61,686.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	61,686.00
AT STA. 28+85.16		0.000	0.00
		0.000	0.00
0130                          6040.00	64,954.00	1.000	64,954.00
REMOVE STRUCTURE	EACH	1.000	64,954.00
AT STA. 28+87.1		0.000	0.00
		0.000	0.00
0131                          6080.00	5.59	150.000	838.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	150.000	838.50
		0.000	0.00
		0.000	0.00
0132                          6104.00	10.34	25.000	258.50
BROKEN CONCRETE RIPRAP	Mg	25.000	258.50
		0.000	0.00
		0.000	0.00
0133                          6131.50	1.34	16,745.000	22,438.30
EPOXY COATED REINFORCING STEEL	kg	16,745.000	22,438.30
		0.000	0.00
		0.000	0.00
0134                          6139.50	73.09	25.000	1,827.25
SUBSURFACE DRAINAGE MATTING	m2	25.000	1,827.25
		0.000	0.00
		0.000	0.00
0135                          6210.50	66.70	549.000	36,618.30
PIPE PILING	m	549.000	36,618.30
		0.000	0.00
		0.000	0.00
0136                          6310.00	118.79	213.000	25,302.27
STEEL SHEET PILING	m2	213.000	25,302.27
		0.000	0.00
		0.000	0.00
0137                          8091.00	20.71	125.000	2,588.75
GRANULAR BACKFILL	m3	125.000	2,588.75
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 28+85.160		Contracted	424,562.85
		Current	424,562.85
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0138                          0030.70	3,408.00	1.000	3,408.00
MOBILIZATION	LS	1.000	3,408.00
		0.000	0.00
		0.000	0.00
0139                          7011.20	35.40	95.250	3,371.85
W-BEAM GUARDRAIL	m	95.250	3,371.85
		0.000	0.00
		0.000	0.00
0140                          7015.00	17.62	2,850.000	50,217.00
CABLE GUARDRAIL	m	2,850.000	50,217.00
		0.000	0.00
		0.000	0.00
0141                          7020.00	1,925.00	8.000	15,400.00
BRIDGE APPROACH SECTIONS	EACH	8.000	15,400.00
		0.000	0.00
		0.000	0.00
0142                          7023.00	1,110.00	30.000	33,300.00
TERMINAL ANCHORAGE SECTIONS	EACH	30.000	33,300.00
		0.000	0.00
		0.000	0.00
0143                          7024.27	1,398.00	8.000	11,184.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	11,184.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	116,880.85
		Current	116,880.85
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0144                          0030.81	1,435.00	1.000	1,435.00
MOBILIZATION	LS	1.000	1,435.00
		1.000	1,435.00
		0.000	0.00
0145                          A001.12	250.00	2.000	500.00
PULL BOX, TYPE PB-5	EACH	2.000	500.00
		2.000	500.00
		0.000	0.00
0146                          A001.16	300.00	1.000	300.00
PULL BOX, TYPE PB-6	EACH	1.000	300.00
		1.000	300.00
		0.000	0.00
0147                          A009.11	1,350.00	1.000	1,350.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-3.7-0.25	EACH	1.000	1,350.00
		0.000	0.00
		0.000	0.00
0148                          A009.14	1,450.00	4.000	5,800.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	4.000	5,800.00
		0.000	0.00
		0.000	0.00
0149                          A020.30	1,200.00	1.000	1,200.00
LIGHTING CONTROL CENTER, TYPE R	EACH	1.000	1,200.00
		0.000	0.00
		0.000	0.00
0150                          A070.10	6.00	212.000	1,272.00
38 mm CONDUIT IN TRENCH	m	212.000	1,272.00
		228.800	1,372.80
		0.000	0.00
0151                          A072.10	6.00	35.000	210.00
38 mm CONDUIT UNDER ROADWAY	m	35.000	210.00
		10.700	64.20
		0.000	0.00
0152                          A074.12	45.00	14.000	630.00
38 mm CONDUIT, JACKED	m	14.000	630.00
		37.200	1,674.00
		0.000	0.00
0153                          A080.22	2.00	261.000	522.00
STREET LIGHTING CABLE, NO. 6 BARE	m	261.000	522.00
		276.700	553.40
		0.000	0.00
0154                          A080.24	3.00	522.000	1,566.00
STREET LIGHTING CABLE, NO. 6 USE	m	522.000	1,566.00
		553.400	1,660.20
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	14,785.00
		Current	14,785.00
		In place	7,559.60
		This Estimate	0.00
GROUP 9 BITUMINOUS
0155                          0002.55	22.73	333.060	7,570.45
OVERLAY BROKEN LINES	StaM	333.060	7,570.45
		0.000	0.00
		0.000	0.00
0156                          0002.60	22.73	666.120	15,140.91
OVERLAY SOLID LINES	StaM	666.120	15,140.91
		62.130	1,412.21
		62.130	1,412.21
0157                          0030.90	39,983.32	1.000	39,983.32
MOBILIZATION	LS	1.000	39,983.32
		0.500	19,991.66
		0.500	19,991.66
0158                          2001.00	17.05	130.000	2,216.50
GRAVEL SURFACE COURSE	m3	130.000	2,216.50
		18.000	306.90
		0.000	0.00
0159                          2020.00	11.05	640.000	7,072.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	640.000	7,072.00
		0.000	0.00
		0.000	0.00
0160                          2021.00	50.50	14.000	707.00
MAILBOX POST	EACH	14.000	707.00
		0.000	0.00
		0.000	0.00
0161                          3008.05	7.76	171.000	1,326.96
TIE BARS	EACH	171.000	1,326.96
		0.000	0.00
		0.000	0.00
0162                          3031.08	54.37	244.000	13,266.28
205 mm CONCRETE BASE COURSE	m2	244.000	13,266.28
		0.000	0.00
		0.000	0.00
0163                          7503.04	9.09	340.000	3,090.60
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	340.000	3,090.60
		0.000	0.00
		0.000	0.00
0164                          7509.04	25.25	50.000	1,262.50
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	50.000	1,262.50
		0.000	0.00
		0.000	0.00
0165                          9000.75	20.21	500.000	10,105.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	10,105.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0166                          9005.00	50.93	575.000	29,284.75
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	575.000	29,284.75
SP4(12.5)		24.892	1,267.75
		24.892	1,267.75
0167                          9005.45	19.98	44,720.000	893,505.60
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	44,720.000	893,505.60
		0.000	0.00
		0.000	0.00
0168                          9009.00	3.15	5,041.000	15,879.15
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	5,041.000	15,879.15
		0.000	0.00
		0.000	0.00
0169                          9009.75	22.89	9,350.000	214,021.50
TEMPORARY SURFACING	m2	9,350.000	214,021.50
200 mm		6,996.683	160,154.07
		6,996.683	160,154.07
0170                          9020.91	233.20	27.000	6,296.40
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	27.000	6,296.40
		0.000	0.00
		0.000	0.00
0171                          9021.01	233.20	2,445.930	570,390.88
PERFORMANCE GRADED BINDER (64-22)	Mg	2,445.930	570,390.88
		1.319	307.59
		1.319	307.59
0172                          9034.00	1.75	1,907.000	3,337.25
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,907.000	3,337.25
		0.000	0.00
		0.000	0.00
0173                          9053.00	0.26	22,380.000	5,818.80
TACK COAT	L	22,380.000	5,818.80
		320.000	83.20
		320.000	83.20
0174                          9111.00	3.00	1,010.000	3,030.00
WATER	kL	1,010.000	3,030.00
		0.000	0.00
		0.000	0.00
0175                          9170.00	245.99	221.737	54,545.08
EARTH SHOULDER CONSTRUCTION	StaM	221.737	54,545.08
		0.000	0.00
		0.000	0.00
0176                          9173.20	0.90	24,596.000	22,136.40
SUBGRADE PREPARATION	m2	24,596.000	22,136.40
		0.000	0.00
		0.000	0.00
0177                          9179.23	322.97	102.376	33,064.38
COLD MILLING, CLASS 3	StaM	102.376	33,064.38
		0.000	0.00
		0.000	0.00
0178                          9179.34	3.80	5,747.000	21,838.60
COLD MILLING, CLASS 4	m2	5,747.000	21,838.60
		0.000	0.00
		0.000	0.00
0179                          9179.80	1,000.00	1.000	1,000.00
MILLING CONCRETE FOR INLAYS	EACH	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0180                          9188.50	13.98	9,138.000	127,749.24
SURFACING UNDER GUARDRAIL	m2	9,138.000	127,749.24
		0.000	0.00
		0.000	0.00
0181                          9300.52	3,500.00	1.000	3,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	3,500.00
		0.000	0.00
		0.000	0.00
0182                          L001.01	1,294.00	6.000	7,764.00
SEEDING, TYPE A	ha	6.000	7,764.00
		0.000	0.00
		0.000	0.00
0183                          L001.02	1,120.00	8.000	8,960.00
SEEDING, TYPE B	ha	8.000	8,960.00
		0.000	0.00
		0.000	0.00
0184                          L032.75	64.00	70.000	4,480.00
MULCH	Mg	70.000	4,480.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	2,128,343.55
		Current	2,128,343.55
		In place	183,523.38
		This Estimate	183,216.48
GROUP 10 GENERAL ITEMS
0185                          0001.08	0.50	18,192.000	9,096.00
BARRICADE, TYPE II	BDAY	18,192.000	9,096.00
		2,081.000	1,040.50
		908.000	454.00
0186                          0001.10	2.02	5,886.000	11,889.72
BARRICADE, TYPE III	BDAY	5,886.000	11,889.72
		859.000	1,735.18
		237.000	478.74
0187                          0001.75	3.03	980.000	2,969.40
TEMPORARY SIGN DAY	EACH	980.000	2,969.40
		160.000	484.80
		80.000	242.40
0188                          0001.90	0.26	30,384.000	7,899.84
SIGN DAY	EACH	30,384.000	7,899.84
		1,623.000	421.98
		390.000	101.40
0189                          0001.98	1.01	2,148.000	2,169.48
CONTRACTOR FURNISHED SIGN	EACH	2,148.000	2,169.48
		78.000	78.78
		22.000	22.22
0190                          0002.30	1.01	2,280.000	2,302.80
PAVEMENT MARKING REMOVAL	m	2,280.000	2,302.80
		0.000	0.00
		0.000	0.00
0191                          0002.39	2.28	12,100.000	27,588.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	12,100.000	27,588.00
		0.000	0.00
		0.000	0.00
0192                          0002.47	0.76	4,000.000	3,040.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	4,000.000	3,040.00
		1,794.000	1,363.44
		1,794.000	1,363.44
0193                          0002.61	35.35	34.000	1,201.90
PLOWABLE PAVEMENT MARKER	EACH	34.000	1,201.90
		0.000	0.00
		0.000	0.00
0194                          0003.10	200.00	250.000	50,000.00
FLAGGING	DAY	250.000	50,000.00
		24.000	4,800.00
		12.000	2,400.00
0195                          0003.20	280.00	35.000	9,800.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	35.000	9,800.00
		0.000	0.00
		0.000	0.00
0196                          0003.50	202.07	152.000	30,714.64
CONCRETE PROTECTION BARRIER	m	152.000	30,714.64
		0.000	0.00
		0.000	0.00
0197                          0010.04	4,500.00	1.000	4,500.00
FIELD OFFICE	EACH	1.000	4,500.00
		0.000	0.00
		0.000	0.00
0198                          0030.00	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		0.500	10,000.00
		0.500	10,000.00
0199                          9110.01	65.00	160.000	10,400.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	160.000	10,400.00
		0.000	0.00
		0.000	0.00
0200                          9110.02	65.00	40.000	2,600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	40.000	2,600.00
		0.000	0.00
		0.000	0.00
0201                          9110.03	55.00	160.000	8,800.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	160.000	8,800.00
		12.750	701.25
		12.750	701.25
0202                          9110.06	65.00	120.000	7,800.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	120.000	7,800.00
		3.000	195.00
		1.000	65.00
0203                          9110.07	50.00	160.000	8,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	160.000	8,000.00
		5.000	250.00
		5.000	250.00
GROUP 10 GENERAL ITEMS		Contracted	220,771.78
		Current	220,771.78
		In place	21,070.93
		This Estimate	16,078.45
Totals for contract		Contracted	4,418,941.08
		Current	4,423,176.44
		In place	593,977.94
		This Estimate	293,493.05