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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4729X
Estimate Number:	0007
Pay Period End Date:	06.08.2002

Contract Location:
GRAND ISLAND SOUTH (SOUTHBOUND)	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	10.25.2001
129 E 2ND ST	Date Awarded:	11.01.2001
PO BOX 1087	Date Contract Executed:	11.09.2001
	Date Notice to Proceed:	11.09.2001
HASTINGS NE 68902-1087	Date Work Began:
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HALL

Project Number		PCT			Fed State Project Number		Description
41729 000		0.000			EACNH-BH-34-4(120)		GRAD CULV SEED BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,152,176.00	$779,519.86	$372,656.14
$4,247,482.63	Stockpiled Materials	$9,805.32	$9,805.32	$.00
Original Contract Amt	Gross Earnings	$1,161,981.32	$789,325.18	$372,656.14
$4,253,248.93	Retainage	$-11,521.76	$-7,795.20	$-3,726.56
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
27.13%	Net Earnings	$1,150,459.56	$781,529.98	$368,929.58
	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	$-9.75	$-9.75	$.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	-$9.75	-$9.75	$.00
	Payment	$1,150,449.81	$781,520.23	$368,929.58
Project Manager			Div. Head/Dist. Eng.
Woodgate, Gerald	06.11.2002		Meyer, Keith	06.11.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.11.2002
Controller Div. Processed
Burling, Laurie	06.13.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0185	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Initial Payment	9,805.32	1580
		RC1 Rock--1" Rock
		Total for estimate 0002:	9,805.32
		Total remaining for contract:	9,805.32

			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                          L022.11	6.50	131.000	851.50
FABRIC SILT FENCE-LOW POROSITY	m	131.000	851.50
		75.000	487.50
		0.000	0.00
0002                          0030.10	6,500.00	1.000	6,500.00
MOBILIZATION	LS	1.000	6,500.00
		1.000	6,500.00
		1.000	6,500.00
0003                          1009.00	2,000.00	1.000	2,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,000.00
		1.000	2,000.00
		1.000	2,000.00
0004                          1011.00	0.10	778.000	77.80
WATER	kL	784.000	78.40
		0.000	0.00
		0.000	0.00
0005                          1020.01	10.00	100.000	1,000.00
DELINEATOR, TYPE I	EACH	100.000	1,000.00
		0.000	0.00
		0.000	0.00
0006                          1021.10	3.75	100.000	375.00
REMOVE DELINEATOR UNITS	EACH	100.000	375.00
		3.000	11.25
		0.000	0.00
0007                          1030.00	11.98	10,364.000	124,160.72
EARTHWORK MEASURED IN EMBANKMENT	m3	10,456.000	125,262.88
		2,500.000	29,950.00
		0.000	0.00
0008                          1101.00	5.10	1,975.000	10,072.50
REMOVE PAVEMENT	m2	1,975.000	10,072.50
		257.151	1,311.47
		135.776	692.46
0009                          1101.25	8.20	390.000	3,198.00
SAWING PAVEMENT	m	390.000	3,198.00
		0.000	0.00
		0.000	0.00
0010                          1102.00	4.20	3,664.000	15,388.80
REMOVE ASPHALT SURFACE	m2	3,984.000	16,732.80
		410.408	1,723.72
		47.580	199.84
0011                          1122.01	6.05	576.000	3,484.80
REMOVE CONCRETE MEDIAN SURFACING	m2	576.000	3,484.80
		0.000	0.00
		0.000	0.00
0012                          4900.24	500.00	1.000	500.00
AREA INLET SEDIMENT FILTER	EACH	1.000	500.00
		0.000	0.00
		0.000	0.00
0013                          7017.50	8.50	457.200	3,886.20
REMOVE & SALVAGE GUARDRAIL	m	457.200	3,886.20
		220.980	1,878.33
		0.000	0.00
GROUP 1 GRADING		Contracted	171,495.32
		Current	173,942.08
		In place	43,862.27
		This Estimate	9,392.30
GROUP 4 CULVERTS
0014                          0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		0.000	0.00
		0.000	0.00
0015                          1119.00	500.00	1.000	500.00
REMOVE INLET	EACH	1.000	500.00
		0.000	0.00
		0.000	0.00
0016                          4035.00	100.00	1.000	100.00
REMOVE FLARED-END SECTION	EACH	1.000	100.00
		0.000	0.00
		0.000	0.00
0017                          4050.01	30.00	14.000	420.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	14.000	420.00
		0.000	0.00
		0.000	0.00
0018                          4105.59	2,000.00	0.500	1,000.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	0.500	1,000.00
		0.000	0.00
		0.000	0.00
0019                          4130.06	2,800.00	0.100	280.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.100	280.00
		0.000	0.00
		0.000	0.00
0020                          4155.50	4.40	22.000	96.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	22.000	96.80
		0.000	0.00
		0.000	0.00
0021                          4450.18	142.00	10.000	1,420.00
450 mm REINFORCED CONCRETE PIPE	m	10.000	1,420.00
		0.000	0.00
		0.000	0.00
0022                          4451.18	200.00	12.000	2,400.00
450 mm REINFORCED CONCRETE PIPE CLASS IV	m	12.000	2,400.00
		0.000	0.00
		0.000	0.00
0023                          4460.18	485.00	1.000	485.00
450 mm CONCRETE FLARED-END SECTION	EACH	1.000	485.00
		0.000	0.00
		0.000	0.00
0024                          4830.18	1,000.00	12.000	12,000.00
JACKING 450 mm REINFORCED CONCRETE PIPE CLASS IV	m	12.000	12,000.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	21,701.80
		Current	21,701.80
		In place	0.00
		This Estimate	0.00
GROUP 5 SEEDING
0025                          L001.02	1,151.00	7.200	8,287.20
SEEDING, TYPE B	ha	7.200	8,287.20
		0.000	0.00
		0.000	0.00
0026                          L032.75	85.00	36.000	3,060.00
MULCH	Mg	36.000	3,060.00
		0.000	0.00
		0.000	0.00
0027                          0030.50	75.00	1.000	75.00
MOBILIZATION	LS	1.000	75.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	11,422.20
		Current	11,422.20
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 258+07.29 LT.
0028                          0030.60	75,000.00	1.000	75,000.00
MOBILIZATION	LS	1.000	75,000.00
		1.000	75,000.00
		0.000	0.00
0029                          3050.15	240.00	136.700	32,808.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	136.700	32,808.00
		0.000	0.00
		0.000	0.00
0030                          3051.10	1.60	8,865.000	14,184.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,865.000	14,184.00
		0.000	0.00
		0.000	0.00
0031                          6000.10	1,500.00	1.000	1,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,500.00
		0.500	750.00
		0.000	0.00
0032                          6000.11	1,500.00	1.000	1,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,500.00
		0.500	750.00
		0.000	0.00
0033                          6000.60	9,000.00	1.000	9,000.00
PIER NO.1 EXCAVATION	LS	1.000	9,000.00
		0.500	4,500.00
		0.000	0.00
0034                          6001.50	9,000.00	1.000	9,000.00
BENT NO.1 EXCAVATION	LS	1.000	9,000.00
		0.500	4,500.00
		0.000	0.00
0035                          6001.51	9,000.00	1.000	9,000.00
BENT NO.2 EXCAVATION	LS	1.000	9,000.00
		0.500	4,500.00
		0.000	0.00
0036                          6001.52	9,000.00	1.000	9,000.00
BENT NO.3 EXCAVATION	LS	1.000	9,000.00
		0.500	4,500.00
		0.000	0.00
0037                          6005.35	180.00	28.370	5,106.60
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	28.370	5,106.60
		0.000	0.00
		0.000	0.00
0038                          6005.60	200.00	50.000	10,000.00
ELASTOMERIC BEARING	EACH	50.000	10,000.00
		30.000	6,000.00
		30.000	6,000.00
0039                          6010.22	480.00	109.400	52,512.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	109.400	52,512.00
		76.542	36,740.16
		36.290	17,419.20
0040                          6010.26	330.00	333.400	110,022.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	333.400	110,022.00
		0.000	0.00
		0.000	0.00
0041                          6011.11	270,000.00	1.000	270,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	270,000.00
AT STA. 258+07.29		0.660	178,200.00
		0.660	178,200.00
0042                          6030.00	40,000.00	1.000	40,000.00
PREPARATION OF BRIDGE	EACH	1.000	40,000.00
AT STA. 258+07.29 LT.		0.500	20,000.00
		0.000	0.00
0043                          6080.00	7.00	440.000	3,080.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	440.000	3,080.00
		440.000	3,080.00
		220.000	1,540.00
0044                          6104.00	25.00	638.000	15,950.00
BROKEN CONCRETE RIPRAP	Mg	638.000	15,950.00
		0.000	0.00
		0.000	0.00
0045                          6105.02	36.00	658.000	23,688.00
ROCK RIPRAP, TYPE B	Mg	658.000	23,688.00
		0.000	0.00
		0.000	0.00
0046                          6131.50	1.77	37,650.000	66,640.50
EPOXY COATED REINFORCING STEEL	kg	37,650.000	66,640.50
		6,046.667	10,702.60
		3,090.000	5,469.30
0047                          6139.50	38.00	35.000	1,330.00
SUBSURFACE DRAINAGE MATTING	m2	35.000	1,330.00
		0.000	0.00
		0.000	0.00
0048                          6200.00	95.00	307.900	29,250.50
CONCRETE PILING	m	307.900	29,250.50
		218.112	20,720.64
		0.000	0.00
0049                          6510.55	2,600.00	1.000	2,600.00
TEMPORARY BRIDGE SHORING	LS	1.000	2,600.00
		1.000	2,600.00
		0.000	0.00
0050                          6601.15	36.10	109.600	3,956.56
38 mm CONDUIT IN BRIDGE	m	109.600	3,956.56
		0.000	0.00
		0.000	0.00
0051                          6617.50	2,000.00	1.000	2,000.00
PIER REPAIR	EACH	1.000	2,000.00
		0.000	0.00
		0.000	0.00
0052                          6617.60	2,000.00	3.000	6,000.00
BENT REPAIR	EACH	3.000	6,000.00
		0.000	0.00
		0.000	0.00
0053                          8091.00	18.00	355.000	6,390.00
GRANULAR BACKFILL	m3	355.000	6,390.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 258+07.29 LT.		Contracted	809,518.16
		Current	809,518.16
		In place	372,543.40
		This Estimate	208,628.50
GROUP 6A BRIDGE AT STA. 258+12.40 RT.
0054                          0030.60	3,450.00	1.000	3,450.00
MOBILIZATION	LS	1.000	3,450.00
		0.000	0.00
		0.000	0.00
0055                          6004.50	206.50	26.700	5,513.55
EXPANSION JOINT	m	26.700	5,513.55
		0.000	0.00
		0.000	0.00
0056                          6010.28	584.00	66.300	38,719.20
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	66.300	38,719.20
		0.000	0.00
		0.000	0.00
0057                          6020.00	1.43	3,945.000	5,641.35
REINFORCING STEEL FOR BRIDGE	kg	3,945.000	5,641.35
		0.000	0.00
		0.000	0.00
0058                          6030.00	17,250.00	1.000	17,250.00
PREPARATION OF BRIDGE	EACH	1.000	17,250.00
AT STA. 258+12.40 RT.		0.000	0.00
		0.000	0.00
0059                          6601.15	49.00	84.800	4,155.20
38 mm CONDUIT IN BRIDGE	m	84.800	4,155.20
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 258+12.40 RT.		Contracted	74,729.30
		Current	74,729.30
		In place	0.00
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 261+92.70 RT.
0060                          0030.60	4,100.00	1.000	4,100.00
MOBILIZATION	LS	1.000	4,100.00
		0.000	0.00
		0.000	0.00
0061                          6004.50	206.50	29.700	6,133.05
EXPANSION JOINT	m	29.700	6,133.05
		0.000	0.00
		0.000	0.00
0062                          6010.28	579.00	79.000	45,741.00
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	79.000	45,741.00
		0.000	0.00
		0.000	0.00
0063                          6020.00	1.43	4,656.000	6,658.08
REINFORCING STEEL FOR BRIDGE	kg	4,656.000	6,658.08
		0.000	0.00
		0.000	0.00
0064                          6030.00	21,500.00	1.000	21,500.00
PREPARATION OF BRIDGE	EACH	1.000	21,500.00
AT STA. 261+92.70 RT.		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 261+92.70 RT.		Contracted	84,132.13
		Current	84,132.13
		In place	0.00
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 312+50.6 LT.
0065                          0030.60	12,000.00	1.000	12,000.00
MOBILIZATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0066                          1043.50	6.00	62.000	372.00
RIPRAP FILTER FABRIC	m2	62.000	372.00
		14.640	87.84
		14.640	87.84
0067                          3050.15	293.00	150.900	44,213.70
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	150.900	44,213.70
		77.200	22,619.60
		3.500	1,025.50
0068                          3051.10	1.63	9,040.000	14,735.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,040.000	14,735.20
		4,832.500	7,876.98
		625.000	1,018.75
0069                          6000.10	2,300.00	1.000	2,300.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,300.00
		1.000	2,300.00
		0.000	0.00
0070                          6000.11	2,300.00	1.000	2,300.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,300.00
		1.000	2,300.00
		0.000	0.00
0071                          6005.35	206.50	32.390	6,688.54
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	32.390	6,688.54
		16.195	3,344.27
		16.195	3,344.27
0072                          6007.01	46.00	370.000	17,020.00
CLASS I REPAIR	m2	370.000	17,020.00
		195.724	9,003.30
		0.000	0.00
0073                          6007.02	99.00	74.000	7,326.00
CLASS II REPAIR	m2	74.000	7,326.00
		22.673	2,244.63
		0.000	0.00
0074                          6007.03	197.50	4.000	790.00
CLASS III REPAIR	m2	4.000	790.00
		0.000	0.00
		0.000	0.00
0075                          6008.40	31.00	463.000	14,353.00
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	463.000	14,353.00
		237.425	7,360.18
		0.000	0.00
0076                          6010.22	579.00	28.900	16,733.10
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	28.900	16,733.10
		17.650	10,219.36
		0.000	0.00
0077                          6010.26	502.00	54.100	27,158.20
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	54.100	27,158.20
		54.100	27,158.20
		5.300	2,660.60
0078                          6016.02	457.00	31.200	14,258.40
CONCRETE FOR OVERLAYS-SF	m3	31.200	14,258.40
		19.878	9,084.25
		0.000	0.00
0079                          6030.00	32,000.00	1.000	32,000.00
PREPARATION OF BRIDGE	EACH	1.000	32,000.00
AT STA. 312+50.60 LT.		0.500	16,000.00
		0.000	0.00
0080                          6104.00	43.00	24.000	1,032.00
BROKEN CONCRETE RIPRAP	Mg	24.000	1,032.00
		4.465	192.00
		4.465	192.00
0081                          6105.02	57.50	5.000	287.50
ROCK RIPRAP, TYPE B	Mg	5.000	287.50
		0.000	0.00
		0.000	0.00
0082                          6131.50	1.66	10,030.000	16,649.80
EPOXY COATED REINFORCING STEEL	kg	10,030.000	16,649.80
		8,807.500	14,620.45
		670.000	1,112.20
0083                          6200.00	113.00	213.400	24,114.20
CONCRETE PILING	m	213.400	24,114.20
		149.380	16,879.94
		0.000	0.00
0084                          6510.55	5,250.00	1.000	5,250.00
TEMPORARY BRIDGE SHORING	LS	1.000	5,250.00
		0.000	0.00
		0.000	0.00
0085                          6601.15	42.00	56.300	2,364.60
38 mm CONDUIT IN BRIDGE	m	56.300	2,364.60
		56.300	2,364.60
		56.300	2,364.60
0086                          8091.00	26.00	45.000	1,170.00
GRANULAR BACKFILL	m3	45.000	1,170.00
		22.500	585.00
		11.250	292.50
GROUP 6C BRIDGE AT STA. 312+50.6 LT.		Contracted	263,116.24
		Current	263,116.24
		In place	166,240.60
		This Estimate	12,098.26
GROUP 6D BRIDGE AT STA. 312+50.60 RT.
0087                          0030.60	2,150.00	1.000	2,150.00
MOBILIZATION	LS	1.000	2,150.00
		1.000	2,150.00
		1.000	2,150.00
0088                          6010.28	646.00	11.800	7,622.80
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	11.800	7,622.80
		11.800	7,622.80
		11.800	7,622.80
0089                          6020.00	1.43	687.000	982.41
REINFORCING STEEL FOR BRIDGE	kg	687.000	982.41
		687.000	982.41
		687.000	982.41
0090                          6030.00	11,000.00	1.000	11,000.00
PREPARATION OF BRIDGE	EACH	1.000	11,000.00
AT STA. 312+50.60 RT.		1.000	11,000.00
		1.000	11,000.00
0091                          6601.15	69.50	31.200	2,168.40
38 mm CONDUIT IN BRIDGE	m	31.200	2,168.40
		31.200	2,168.40
		31.200	2,168.40
GROUP 6D BRIDGE AT STA. 312+50.60 RT.		Contracted	23,923.61
		Current	23,923.61
		In place	23,923.61
		This Estimate	23,923.61
GROUP 6E BRIDGE AT STA. 317+55.80 LT.
0092                          0030.60	2,150.00	1.000	2,150.00
MOBILIZATION	LS	1.000	2,150.00
		1.000	2,150.00
		0.000	0.00
0093                          6007.01	39.00	398.100	15,525.90
CLASS I REPAIR	m2	398.100	15,525.90
		358.332	13,974.95
		0.000	0.00
0094                          6007.02	99.00	137.000	13,563.00
CLASS II REPAIR	m2	137.000	13,563.00
		126.006	12,474.59
		0.000	0.00
0095                          6007.03	197.50	5.000	987.50
CLASS III REPAIR	m2	5.000	987.50
		0.000	0.00
		0.000	0.00
0096                          6008.40	31.00	398.100	12,341.10
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	398.100	12,341.10
		301.502	9,346.56
		0.000	0.00
0097                          6010.25	637.00	12.860	8,191.82
CONCRETE CLASS 47BD-35 FOR BRIDGES	m3	12.860	8,191.82
		24.710	15,740.27
		0.000	0.00
0098                          6016.02	457.00	37.800	17,274.60
CONCRETE FOR OVERLAYS-SF	m3	37.800	17,274.60
		24.272	11,092.30
		0.000	0.00
0099                          6020.00	1.43	810.000	1,158.30
REINFORCING STEEL FOR BRIDGE	kg	810.000	1,158.30
		3,863.968	5,525.48
		0.000	0.00
0100                          6030.00	10,000.00	1.000	10,000.00
PREPARATION OF BRIDGE	EACH	1.000	10,000.00
AT STA. 317+55.80 LT.		1.000	10,000.00
		0.000	0.00
0101                          6601.15	106.00	17.000	1,802.00
38 mm CONDUIT IN BRIDGE	m	17.000	1,802.00
		17.000	1,802.00
		0.000	0.00
GROUP 6E BRIDGE AT STA. 317+55.80 LT.		Contracted	82,994.22
		Current	82,994.22
		In place	82,106.15
		This Estimate	0.00
GROUP 6F BRIDGE AT STA. 317+59.20 RT.
0102                          0030.60	2,150.00	1.000	2,150.00
MOBILIZATION	LS	1.000	2,150.00
		1.000	2,150.00
		0.000	0.00
0103                          6010.28	637.00	12.860	8,191.82
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	12.860	8,191.82
		12.860	8,191.82
		0.000	0.00
0104                          6020.00	1.43	810.000	1,158.30
REINFORCING STEEL FOR BRIDGE	kg	810.000	1,158.30
		810.000	1,158.30
		0.000	0.00
0105                          6030.00	10,000.00	1.000	10,000.00
PREPARATION OF BRIDGE	EACH	1.000	10,000.00
AT STA. 317+59.20 RT.		1.000	10,000.00
		0.000	0.00
0106                          6601.15	106.00	17.000	1,802.00
38 mm CONDUIT IN BRIDGE	m	17.000	1,802.00
		17.000	1,802.00
		0.000	0.00
GROUP 6F BRIDGE AT STA. 317+59.20 RT.		Contracted	23,302.12
		Current	23,302.12
		In place	23,302.12
		This Estimate	0.00
GROUP 7 GUARDRAIL
0107                          0030.70	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0108                          7011.20	14.00	129.540	1,813.56
W-BEAM GUARDRAIL	m	129.540	1,813.56
		0.000	0.00
		0.000	0.00
0109                          7011.30	20.00	59.050	1,181.00
THRIE-BEAM GUARDRAIL	m	59.050	1,181.00
		0.000	0.00
		0.000	0.00
0110                          7020.00	1,100.00	8.000	8,800.00
BRIDGE APPROACH SECTIONS	EACH	8.000	8,800.00
		0.000	0.00
		0.000	0.00
0111                          7020.60	1,100.00	6.000	6,600.00
SPECIAL BRIDGE APPROACH SECTION	EACH	6.000	6,600.00
		0.000	0.00
		0.000	0.00
0112                          7022.00	350.00	6.000	2,100.00
END ANCHORAGE ASSEMBLY	EACH	6.000	2,100.00
		0.000	0.00
		0.000	0.00
0113                          7022.50	4,500.00	6.000	27,000.00
BULLNOSE-3.8 m	EACH	6.000	27,000.00
		0.000	0.00
		0.000	0.00
0114                          7024.27	1,600.00	8.000	12,800.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	12,800.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	61,794.56
		Current	61,794.56
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0115                          A001.01	450.00	12.000	5,400.00
PULL BOX, TYPE PB-1	EACH	12.000	5,400.00
		0.000	0.00
		0.000	0.00
0116                          A001.02	400.00	1.000	400.00
PULL BOX, TYPE PB-1A	EACH	1.000	400.00
		0.000	0.00
		0.000	0.00
0117                          A001.06	625.00	2.000	1,250.00
PULL BOX, TYPE PB-2A	EACH	4.000	2,500.00
		0.000	0.00
		0.000	0.00
0118                          A003.10	650.00	5.000	3,250.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	4.000	2,600.00
		0.000	0.00
		0.000	0.00
0119                          A003.20	650.00	1.000	650.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	1.000	650.00
		0.000	0.00
		0.000	0.00
0120                          A004.04	900.00	4.000	3,600.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	4.000	3,600.00
		0.000	0.00
		0.000	0.00
0121                          A004.28	900.00	2.000	1,800.00
TRAFFIC SIGNAL, TYPE TS-1RR	EACH	3.000	2,700.00
		0.000	0.00
		0.000	0.00
0122                          A004.40	650.00	2.000	1,300.00
TRAFFIC SIGNAL, TYPE TS-2	EACH	2.000	1,300.00
		0.000	0.00
		0.000	0.00
0123                          A006.75	700.00	2.000	1,400.00
PEDESTAL POLE, TYPE PP-3048	EACH	2.000	1,400.00
		0.000	0.00
		0.000	0.00
0124                          A006.86	900.00	1.000	900.00
PEDESTAL POLE, TYPE PP-3660	EACH	1.000	900.00
		0.000	0.00
		0.000	0.00
0125                          A006.98	275.00	12.000	3,300.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	12.000	3,300.00
		0.000	0.00
		0.000	0.00
0126                          A007.00	300.00	12.000	3,600.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	12.000	3,600.00
		0.000	0.00
		0.000	0.00
0127                          A007.08	450.00	2.000	900.00
VEHICLE DETECTOR, TYPE TD-3	EACH	4.000	1,800.00
		0.000	0.00
		0.000	0.00
0128                          A009.57	1,275.00	195.000	248,625.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25	EACH	195.000	248,625.00
		0.000	0.00
		0.000	0.00
0129                          A009.81	1,545.00	8.000	12,360.00
STREET LIGHTING UNIT, TYPE SL-BT-15.2-3.7-0.25	EACH	8.000	12,360.00
		0.000	0.00
		0.000	0.00
0130                          A012.05	4,500.00	1.000	4,500.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7	EACH	2.000	9,000.00
		0.000	0.00
		0.000	0.00
0131                          A012.98	6,800.00	1.000	6,800.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPECMP-21.5-3.7	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0132                          A016.90	4,800.00	1.000	4,800.00
MAST ARM SIGNAL POLE, TYPE MP-21.5	EACH	1.000	4,800.00
		0.000	0.00
		0.000	0.00
0133                          A020.17	1,000.00	2.000	2,000.00
LIGHTING CONTROL CENTER, TYPE P	EACH	2.000	2,000.00
		0.000	0.00
		0.000	0.00
0134                          A020.30	1,250.00	10.000	12,500.00
LIGHTING CONTROL CENTER, TYPE R	EACH	10.000	12,500.00
		0.000	0.00
		0.000	0.00
0135                          A070.10	4.00	13,901.000	55,604.00
38 mm CONDUIT IN TRENCH	m	13,901.000	55,604.00
		13,222.000	52,888.00
		2,967.000	11,868.00
0136                          A070.14	5.00	1,212.000	6,060.00
50 mm CONDUIT IN TRENCH	m	1,268.000	6,340.00
		0.000	0.00
		0.000	0.00
0137                          A070.18	6.00	34.000	204.00
75 mm CONDUIT IN TRENCH	m	31.000	186.00
		0.000	0.00
		0.000	0.00
0138                          A072.10	8.00	28.000	224.00
38 mm CONDUIT UNDER ROADWAY	m	28.000	224.00
		23.000	184.00
		23.000	184.00
0139                          A074.12	35.00	516.000	18,060.00
38 mm CONDUIT, JACKED	m	516.000	18,060.00
		330.000	11,550.00
		139.000	4,865.00
0140                          A074.14	40.00	65.000	2,600.00
50 mm CONDUIT, JACKED	m	97.000	3,880.00
		0.000	0.00
		0.000	0.00
0141                          A074.18	45.00	42.000	1,890.00
75 mm CONDUIT, JACKED	m	44.000	1,980.00
		0.000	0.00
		0.000	0.00
0142                          A077.13	1.60	1,002.000	1,603.20
3/C #14 AWG TRAFFIC SIGNAL CABLE	m	1,004.000	1,606.40
		0.000	0.00
		0.000	0.00
0143                          A077.15	1.70	46.000	78.20
5/C #14 AWG TRAFFIC SIGNAL CABLE	m	46.000	78.20
		0.000	0.00
		0.000	0.00
0144                          A077.22	5.00	260.000	1,300.00
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	259.000	1,295.00
		0.000	0.00
		0.000	0.00
0145                          A079.01	1.50	1,875.000	2,812.50
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	1,847.000	2,770.50
		0.000	0.00
		0.000	0.00
0146                          A079.50	0.75	999.000	749.25
GROUNDING CONDUCTOR	m	999.000	749.25
		0.000	0.00
		0.000	0.00
0147                          A079.55	3.00	17.000	51.00
SERVICE CABLE	m	17.000	51.00
		0.000	0.00
		0.000	0.00
0148                          A080.10	2.00	1,056.000	2,112.00
STREET LIGHTING CABLE, NO. 2 USE	m	1,056.000	2,112.00
		0.000	0.00
		0.000	0.00
0149                          A080.16	1.40	294.000	411.60
STREET LIGHTING CABLE, NO. 4 USE ALUMINUM	m	458.000	641.20
		0.000	0.00
		0.000	0.00
0150                          A080.22	1.40	14,777.000	20,687.80
STREET LIGHTING CABLE, NO. 6 BARE	m	14,777.000	20,687.80
		0.000	0.00
		0.000	0.00
0151                          A080.24	1.50	28,498.000	42,747.00
STREET LIGHTING CABLE, NO. 6 USE	m	28,498.000	42,747.00
		0.000	0.00
		0.000	0.00
0152                          A500.20	2,200.00	1.000	2,200.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	2,200.00
		0.000	0.00
		0.000	0.00
0153                          A610.00	1,500.00	1.000	1,500.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,500.00
AT US-34 & US-281		0.000	0.00
		0.000	0.00
0154                          A610.10	25.00	2.000	50.00
REMOVE TRAFFIC SIGNAL HEAD	EACH	2.000	50.00
		0.000	0.00
		0.000	0.00
0155                          A700.20	350.00	2.000	700.00
RELOCATE STREET LIGHTING UNIT	EACH	2.000	700.00
		0.000	0.00
		0.000	0.00
0156                          0003.75	6,000.00	1.000	6,000.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	6,000.00
AT US-34 & US-281		0.000	0.00
		0.000	0.00
0157                          0030.81	4,309.00	1.000	4,309.00
MOBILIZATION	LS	1.000	4,309.00
		0.893	3,849.63
		0.780	3,361.08
GROUP 8B ELECTRICAL		Contracted	491,288.55
		Current	493,206.35
		In place	68,471.63
		This Estimate	20,278.08
GROUP 9 BITUMINOUS
0158                          0002.55	23.00	165.120	3,797.76
OVERLAY BROKEN LINES	StaM	165.120	3,797.76
		0.000	0.00
		0.000	0.00
0159                          0002.60	26.00	330.240	8,586.24
OVERLAY SOLID LINES	StaM	330.240	8,586.24
		0.000	0.00
		0.000	0.00
0160                          0030.30	135,000.00	1.000	135,000.00
MOBILIZATION	LS	1.000	135,000.00
		0.000	0.00
		0.000	0.00
0161                          1102.50	2.95	2,178.000	6,425.10
REMOVE ASPHALT SURFACING FROM PAVEMENT	m2	2,498.000	7,369.10
		0.000	0.00
		0.000	0.00
0162                          2001.00	9.00	45.000	405.00
GRAVEL SURFACE COURSE	m3	45.000	405.00
		0.000	0.00
		0.000	0.00
0163                          2020.50	42.00	616.000	25,872.00
SURFACING	m2	616.000	25,872.00
200mm		201.813	8,476.15
		144.693	6,077.11
0164                          2021.00	50.00	4.000	200.00
MAILBOX POST	EACH	4.000	200.00
		0.000	0.00
		0.000	0.00
0165                          3008.05	8.00	1,408.000	11,264.00
TIE BARS	EACH	1,408.000	11,264.00
		0.000	0.00
		0.000	0.00
0166                          3017.40	39.50	35.000	1,382.50
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	35.000	1,382.50
		0.000	0.00
		0.000	0.00
0167                          3031.80	125.00	122.000	15,250.00
205 mm CONCRETE BASE COURSE CLASS PR-25	m2	122.000	15,250.00
		0.000	0.00
		0.000	0.00
0168                          3032.18	46.65	2,457.000	114,619.05
205 mm CONCRETE BASE COURSE, CLASS 47B-HE-25	m2	2,457.000	114,619.05
		0.000	0.00
		0.000	0.00
0169                          3040.11	141.00	115.900	16,341.90
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	115.900	16,341.90
		124.317	17,528.70
		49.950	7,042.95
0170                          3040.12	125.00	786.200	98,275.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	786.200	98,275.00
		569.331	71,166.38
		202.525	25,315.63
0171                          3040.13	110.00	1,547.500	170,225.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	1,547.500	170,225.00
		1,675.275	184,280.25
		424.534	46,698.74
0172                          3040.18	190.00	6.500	1,235.00
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH	m2	6.500	1,235.00
		0.000	0.00
		0.000	0.00
0173                          3041.25	750.00	47.000	35,250.00
BITUMINOUS PATCHING	Mg	47.000	35,250.00
		0.000	0.00
		0.000	0.00
0174                          3075.31	43.45	3,579.000	155,507.55
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	3,579.000	155,507.55
		0.000	0.00
		0.000	0.00
0175                          3091.18	48.20	859.000	41,403.80
205 mm CONCRETE PAVEMENT CLASS 47B-HE-25	m2	859.000	41,403.80
		0.000	0.00
		0.000	0.00
0176                          3221.05	116.00	267.300	31,006.80
CONCRETE PAVEMENT, CLASS PR-25	m2	267.300	31,006.80
JOINT REPAIR		173.974	20,180.98
		78.810	9,141.96
0177                          3222.06	85.00	176.000	14,960.00
205 mm CONCRETE PAVEMENT, CLASS PR-25	m2	176.000	14,960.00
		0.000	0.00
		0.000	0.00
0178                          7490.03	1.24	9,500.000	11,780.00
100 mm YELLOW THERMOPLASTIC	m	9,500.000	11,780.00
		0.000	0.00
		0.000	0.00
0179                          7490.04	1.24	11,500.000	14,260.00
100 mm WHITE THERMOPLASTIC	m	11,500.000	14,260.00
		0.000	0.00
		0.000	0.00
0180                          8029.10	2.10	7,193.000	15,105.30
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0181                          8051.00	21.00	328.000	6,888.00
SOIL BINDER	m3	350.000	7,350.00
		0.000	0.00
		0.000	0.00
0182                          8101.40	2.95	8,539.000	25,190.05
SUBGRADE STABILIZATION	m2	9,124.000	26,915.80
		0.000	0.00
		0.000	0.00
0183                          9000.75	14.40	300.000	4,320.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	300.000	4,320.00
SPS		0.000	0.00
		0.000	0.00
0184                          9005.00	30.76	100.000	3,076.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,076.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0185                          9005.23	14.40	6,840.000	98,496.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	6,670.000	96,048.00
		0.000	0.00
		0.000	0.00
0186                          9005.45	22.76	19,790.000	450,420.40
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	19,950.000	454,062.00
		0.000	0.00
		0.000	0.00
0187                          9009.00	2.50	948.000	2,370.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	948.000	2,370.00
		0.000	0.00
		0.000	0.00
0188                          9020.91	174.00	16.200	2,818.80
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	16.200	2,818.80
		0.000	0.00
		0.000	0.00
0189                          9021.01	174.00	369.360	64,268.64
PERFORMANCE GRADED BINDER (64-22)	Mg	360.180	62,671.32
		0.000	0.00
		0.000	0.00
0190                          9021.06	260.00	1,074.060	279,255.60
PERFORMANCE GRADED BINDER (70-34)	Mg	1,082.700	281,502.00
		0.000	0.00
		0.000	0.00
0191                          9034.00	2.50	948.000	2,370.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	948.000	2,370.00
		0.000	0.00
		0.000	0.00
0192                          9053.00	0.26	82,830.000	21,535.80
TACK COAT	L	82,830.000	21,535.80
		0.000	0.00
		0.000	0.00
0193                          9111.00	2.00	610.000	1,220.00
WATER	kL	610.000	1,220.00
		0.000	0.00
		0.000	0.00
0194                          9170.00	230.00	169.471	38,978.33
EARTH SHOULDER CONSTRUCTION	StaM	169.471	38,978.33
		0.000	0.00
		0.000	0.00
0195                          9179.80	1,550.00	4.000	6,200.00
MILLING CONCRETE FOR INLAYS	EACH	4.000	6,200.00
		0.000	0.00
		0.000	0.00
0196                          9185.76	50.00	172.000	8,600.00
RUMBLE STRIPS, ASPHALT	StaM	172.000	8,600.00
		0.000	0.00
		0.000	0.00
0197                          9186.01	2,950.00	2.388	7,044.60
CONCRETE SURFACE MILLING	StaM	2.388	7,044.60
		0.000	0.00
		0.000	0.00
0198                          9188.50	25.00	589.000	14,725.00
SURFACING UNDER GUARDRAIL	m2	589.000	14,725.00
		0.000	0.00
		0.000	0.00
0199                          9300.50	2,500.00	1.000	2,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,500.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,968,429.22
		Current	1,958,298.35
		In place	301,632.46
		This Estimate	94,276.39
GROUP 10 GENERAL ITEMS
0200                          0001.08	0.50	20,260.000	10,130.00
BARRICADE, TYPE II	BDAY	20,260.000	10,130.00
		9,959.000	4,979.50
		2,280.000	1,140.00
0201                          0001.10	2.50	2,155.000	5,387.50
BARRICADE, TYPE III	BDAY	2,155.000	5,387.50
		1,316.000	3,290.00
		280.000	700.00
0202                          0001.30	2.50	1,220.000	3,050.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,220.000	3,050.00
		1,132.000	2,830.00
		238.000	595.00
0203                          0001.75	7.50	450.000	3,375.00
TEMPORARY SIGN DAY	EACH	450.000	3,375.00
		0.000	0.00
		0.000	0.00
0204                          0001.90	0.50	18,806.000	9,403.00
SIGN DAY	EACH	18,806.000	9,403.00
		6,371.000	3,185.50
		1,400.000	700.00
0205                          0002.30	1.14	4,350.000	4,959.00
PAVEMENT MARKING REMOVAL	m	4,350.000	4,959.00
		1,002.000	1,142.28
		0.000	0.00
0206                          0002.39	3.82	9,400.000	35,908.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	9,400.000	35,908.00
		1,014.000	3,873.48
		0.000	0.00
0207                          0002.47	1.57	2,000.000	3,140.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	2,000.000	3,140.00
		0.000	0.00
		0.000	0.00
0208                          0002.97	22.00	447.000	9,834.00
FLASHING ARROW PANEL	DAY	447.000	9,834.00
		184.000	4,048.00
		42.000	924.00
0209                          0003.10	175.00	45.000	7,875.00
FLAGGING	DAY	45.000	7,875.00
		0.000	0.00
		0.000	0.00
0210                          0003.35	2,000.00	2.000	4,000.00
MOBILE TRAFFIC CONTROL OPERATION	DAY	2.000	4,000.00
		0.000	0.00
		0.000	0.00
0211                          0003.51	35.00	615.000	21,525.00
INSTALL CONCRETE PROTECTION BARRIER	m	615.000	21,525.00
		506.000	17,710.00
		0.000	0.00
0212                          0003.56	5.00	968.000	4,840.00
RELOCATE CONCRETE PROTECTION BARRIER	m	968.000	4,840.00
		277.000	1,385.00
		0.000	0.00
0213                          0003.57	950.00	8.000	7,600.00
RELOCATE INERTIAL BARRIER SYSTEM	EACH	8.000	7,600.00
		3.000	2,850.00
		0.000	0.00
0214                          0003.58	3,700.00	4.000	14,800.00
INERTIAL BARRIER SYSTEM	EACH	4.000	14,800.00
		4.000	14,800.00
		0.000	0.00
0215                          0003.64	275.00	5.000	1,375.00
REPLACEMENT MODULE	EACH	5.000	1,375.00
		0.000	0.00
		0.000	0.00
0216                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0217                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0218                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0219                          9110.01	75.00	25.000	1,875.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	25.000	1,875.00
		0.000	0.00
		0.000	0.00
0220                          9110.02	70.00	20.000	1,400.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,400.00
		0.000	0.00
		0.000	0.00
0221                          9110.03	55.00	25.000	1,375.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	25.000	1,375.00
		0.000	0.00
		0.000	0.00
0222                          9110.07	50.00	25.000	1,250.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	25.000	1,250.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	165,401.50
		Current	165,401.50
		In place	70,093.76
		This Estimate	4,059.00
Totals for contract		Contracted	4,253,248.92
		Current	4,247,482.61
		In place	1,152,176.00
		This Estimate	372,656.14