Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4729X
Estimate Number:	0022
Pay Period End Date:	02.14.2003

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:	04.01.2002
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:	12.18.2002
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	$4,213,740.53	$4,212,659.95	$1,080.58
$4,323,300.64	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$4,213,740.53	$4,212,659.95	$1,080.58
$4,253,248.93	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.47%	Net Earnings	$4,188,740.53	$4,187,659.95	$1,080.58
	Liquidated Damages	-$22,680.00	-$22,680.00	$.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	$-28.75	$-28.75	$.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	-$22,708.75	-$22,708.75	$.00
	Payment	$4,166,031.78	$4,164,951.20	$1,080.58
Project Manager			Div. Head/Dist. Eng.
Woodgate, Gerald	02.19.2003		Meyer, Keith	02.20.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	02.20.2003
Controller Div. Processed
Burling, Laurie	02.20.2003

		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
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0128	A009.57	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
		S.P. Initial Payment	141,375.00	047530874
		street light poles
0129	A009.81	STREET LIGHTING UNIT, TYPE SL-BT-15.2-3.7-0.25
		S.P. Initial Payment	8,424.00	047530874
		50' Light poles
0130	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	2,917.00	047530874
		Traffic Signal Pole
0131	A012.98	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
		S.P. Initial Payment	8,912.00	047530874
		Traffic signal poles
		Total for estimate 0008:	161,628.00
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0130	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-2,917.00	047530874
		Traffic Signal Pole
0131	A012.98	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
		S.P. Adjustment	-4,456.00	047530874
		Traffic signal poles
		Total for estimate 0009:	-7,373.00
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0128	A009.57	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
		S.P. Adjustment	-30,450.00	047530874
		street light poles
0131	A012.98	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
		S.P. Adjustment	-4,456.00	047530874
		Traffic signal poles
		Total for estimate 0010:	-34,906.00
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0128	A009.57	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
		S.P. Adjustment	-51,475.00	047530874
		street light poles
		Total for estimate 0011:	-51,475.00
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0128	A009.57	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
		S.P. Adjustment	-42,775.00	047530874
		street light poles
		Total for estimate 0012:	-42,775.00
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0128	A009.57	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
		S.P. Adjustment	-16,675.00	047530874
		street light poles
0129	A009.81	STREET LIGHTING UNIT, TYPE SL-BT-15.2-3.7-0.25
		S.P. Adjustment	-5,265.00	047530874
		50' Light poles
		Total for estimate 0013:	-21,940.00
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0185	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Adjustment	-9,805.32	1580
		RC1 Rock--1" Rock
		Total for estimate 0016:	-9,805.32
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0129	A009.81	STREET LIGHTING UNIT, TYPE SL-BT-15.2-3.7-0.25
		S.P. Closure	-3,159.00	047530874
		50' Light poles
		Total for estimate 0017:	-3,159.00
		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 L022.11	6.50	131.000	851.50
FABRIC SILT FENCE-LOW POROSITY	m	131.000	851.50
		89.570	582.21
		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
		0.000	0.00

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
		0.000	0.00

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
		110.000	1,100.00
		0.000	0.00

0006 1021.10	3.75	100.000	375.00
REMOVE DELINEATOR UNITS	EACH	100.000	375.00
		98.000	367.50
		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
		10,456.000	125,262.88
		0.000	0.00

0008 1101.00	5.10	1,975.000	10,072.50
REMOVE PAVEMENT	m2	1,975.000	10,072.50
		1,405.551	7,168.31
		0.000	0.00

0009 1101.25	8.20	390.000	3,198.00
SAWING PAVEMENT	m	390.000	3,198.00
		409.520	3,358.06
		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
		4,307.563	18,091.78
		0.000	0.00

0011 1122.01	6.05	576.000	3,484.80
REMOVE CONCRETE MEDIAN SURFACING	m2	576.000	3,484.80
		642.866	3,889.34
		0.000	0.00

0012 4900.24	500.00	1.000	500.00
AREA INLET SEDIMENT FILTER	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00

0013 7017.50	8.50	457.200	3,886.20
REMOVE & SALVAGE GUARDRAIL	m	457.200	3,886.20
		869.510	7,390.84
		0.000	0.00

0238 4061.01	23.96	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	139.669	3,346.47
Overex of unsuitable material		139.669	3,346.47
		0.000	0.00

GROUP 1 GRADING		Contracted	171,495.32
		Current	177,288.55
		In place	179,557.39
		This Estimate	0.00

GROUP 4 CULVERTS
0014 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

0015 1119.00	500.00	1.000	500.00
REMOVE INLET	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00

0016 4035.00	100.00	1.000	100.00
REMOVE FLARED-END SECTION	EACH	1.000	100.00
		1.000	100.00
		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
		14.000	420.00
		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
		0.500	1,000.00
		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
		0.100	280.00
		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
		22.000	96.80
		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
		10.000	1,420.00
		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
		12.000	2,400.00
		0.000	0.00

0023 4460.18	485.00	1.000	485.00
450 mm CONCRETE FLARED-END SECTION	EACH	1.000	485.00
		1.000	485.00
		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
		12.000	12,000.00
		0.000	0.00

0237 1705.24	186.867	0.000	0.00
600 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4OR 5	m	7.315	1,366.93
Install 600mm Arch Driveway Pipe Extension.		7.315	1,366.93
		0.000	0.00

GROUP 4 CULVERTS		Contracted	21,701.80
		Current	23,068.73
		In place	23,068.73
		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
		7.200	8,287.20
		0.000	0.00

0026 L032.75	85.00	36.000	3,060.00
MULCH	Mg	36.000	3,060.00
		33.020	2,806.70
		0.000	0.00

0027 0030.50	75.00	1.000	75.00
MOBILIZATION	LS	1.000	75.00
		1.000	75.00
		0.000	0.00

GROUP 5 SEEDING		Contracted	11,422.20
		Current	11,422.20
		In place	11,168.90
		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
		136.700	32,808.00
		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
		8,865.000	14,184.00
		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
		1.000	1,500.00
		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
		1.000	1,500.00
		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
		1.000	9,000.00
		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
		1.000	9,000.00
		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
		1.000	9,000.00
		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
		1.000	9,000.00
		0.000	0.00

0037 6005.35	180.00	28.370	5,106.60
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	28.370	5,106.60
		28.370	5,106.60
		0.000	0.00

0038 6005.60	200.00	50.000	10,000.00
ELASTOMERIC BEARING	EACH	50.000	10,000.00
		50.000	10,000.00
		0.000	0.00

0039 6010.22	480.00	109.400	52,512.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	109.400	52,512.00
		109.400	52,512.00
		0.000	0.00

0040 6010.26	330.00	333.400	110,022.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	333.400	110,022.00
		333.400	110,022.00
		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		1.000	270,000.00
		0.000	0.00

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.		1.000	40,000.00
		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
		0.000	0.00

0044 6104.00	25.00	638.000	15,950.00
BROKEN CONCRETE RIPRAP	Mg	638.000	15,950.00
		638.000	15,950.00
		0.000	0.00

0045 6105.02	36.00	658.000	23,688.00
ROCK RIPRAP, TYPE B	Mg	658.000	23,688.00
		210.702	7,585.27
		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
		37,650.000	66,640.50
		0.000	0.00

0047 6139.50	38.00	35.000	1,330.00
SUBSURFACE DRAINAGE MATTING	m2	35.000	1,330.00
		43.862	1,666.76
		0.000	0.00

0048 6200.00	95.00	307.900	29,250.50
CONCRETE PILING	m	307.900	29,250.50
		301.332	28,626.54
		-0.820	-77.90

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
		109.600	3,956.56
		0.000	0.00

0051 6617.50	2,000.00	1.000	2,000.00
PIER REPAIR	EACH	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00

0052 6617.60	2,000.00	3.000	6,000.00
BENT REPAIR	EACH	3.000	6,000.00
		3.000	6,000.00
		0.000	0.00

0053 8091.00	18.00	355.000	6,390.00
GRANULAR BACKFILL	m3	355.000	6,390.00
		355.000	6,390.00
		0.000	0.00

4003 6210.59	57.00	0.000	0.00
PILE CUT-OFF	m	6.568	374.38
		6.568	374.38
		0.000	0.00

4004 6960.02	24,197.97	0.000	0.00
ADDITIONAL WORK	LS	1.000	24,197.97
Additional Pier and Bent work		1.000	24,197.97
		0.000	0.00

GROUP 6 BRIDGE AT STA. 258+07.29 LT.		Contracted	809,518.16
		Current	834,090.51
		In place	817,700.58
		This Estimate	-77.90

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
		1.000	3,450.00
		0.000	0.00

0055 6004.50	206.50	26.700	5,513.55
EXPANSION JOINT	m	26.700	5,513.55
		26.700	5,513.55
		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
		70.100	40,938.40
		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
		3,945.000	5,641.36
		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.		1.000	17,250.00
		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
		84.800	4,155.20
		0.000	0.00

GROUP 6A BRIDGE AT STA. 258+12.40 RT.		Contracted	74,729.30
		Current	74,729.30
		In place	76,948.51
		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
		1.000	4,100.00
		0.000	0.00

0061 6004.50	206.50	29.700	6,133.05
EXPANSION JOINT	m	29.700	6,133.05
		29.700	6,133.05
		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
		83.350	48,259.65
		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
		4,656.000	6,658.08
		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.		1.000	21,500.00
		0.000	0.00

GROUP 6B BRIDGE AT STA. 261+92.70 RT.		Contracted	84,132.13
		Current	84,132.13
		In place	86,650.78
		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
		31.320	187.92
		0.000	0.00

0067 3050.15	293.00	150.900	44,213.70
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	150.900	44,213.70
		152.650	44,726.45
		0.000	0.00

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
		9,040.000	14,735.21
		0.000	0.00

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
		32.390	6,688.54
		0.000	0.00

0072 6007.01	46.00	370.000	17,020.00
CLASS I REPAIR	m2	370.000	17,020.00
		610.386	28,077.75
		0.000	0.00

0073 6007.02	99.00	74.000	7,326.00
CLASS II REPAIR	m2	74.000	7,326.00
		55.867	5,530.84
		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
		465.184	14,420.71
		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
		28.900	16,733.11
		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
		0.000	0.00

0078 6016.02	457.00	31.200	14,258.40
CONCRETE FOR OVERLAYS-SF	m3	31.200	14,258.40
		38.578	17,630.15
		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.		1.000	32,000.00
		0.000	0.00

0080 6104.00	43.00	24.000	1,032.00
BROKEN CONCRETE RIPRAP	Mg	24.000	1,032.00
		19.764	849.86
		0.000	0.00

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
		10,030.000	16,649.80
		0.000	0.00

0083 6200.00	113.00	213.400	24,114.20
CONCRETE PILING	m	213.400	24,114.20
		213.400	24,114.20
		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
		0.000	0.00

0086 8091.00	26.00	45.000	1,170.00
GRANULAR BACKFILL	m3	45.000	1,170.00
		45.000	1,170.00
		0.000	0.00

4000 0030.01	1,050.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	1,050.00
		1.000	1,050.00
		0.000	0.00

4001 6960.02	2,828.65	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,828.65
Additional work chipping & removing bridge deck, for silica		1.000	2,828.65
		0.000	0.00

GROUP 6C BRIDGE AT STA. 312+50.6 LT.		Contracted	263,116.24
		Current	266,994.89
		In place	273,515.99
		This Estimate	0.00

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
		0.000	0.00

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
		0.000	0.00

0089 6020.00	1.43	687.000	982.41
REINFORCING STEEL FOR BRIDGE	kg	687.000	982.41
		687.000	982.41
		0.000	0.00

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
		0.000	0.00

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
		0.000	0.00

GROUP 6D BRIDGE AT STA. 312+50.60 RT.		Contracted	23,923.61
		Current	23,923.61
		In place	23,923.61
		This Estimate	0.00

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
		1.000	1,500.00
		0.000	0.00

0108 7011.20	14.00	129.540	1,813.56
W-BEAM GUARDRAIL	m	129.540	1,813.56
		129.540	1,813.56
		0.000	0.00

0109 7011.30	20.00	59.050	1,181.00
THRIE-BEAM GUARDRAIL	m	59.050	1,181.00
		59.055	1,181.10
		0.000	0.00

0110 7020.00	1,100.00	8.000	8,800.00
BRIDGE APPROACH SECTIONS	EACH	8.000	8,800.00
		8.000	8,800.00
		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
		6.000	6,600.00
		0.000	0.00

0112 7022.00	350.00	6.000	2,100.00
END ANCHORAGE ASSEMBLY	EACH	6.000	2,100.00
		6.000	2,100.00
		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
		6.000	27,000.00
		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
		8.000	12,800.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	61,794.56
		Current	61,794.56
		In place	61,794.66
		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
		11.000	4,950.00
		0.000	0.00

0116 A001.02	400.00	1.000	400.00
PULL BOX, TYPE PB-1A	EACH	1.000	400.00
		1.000	400.00
		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
		4.000	2,500.00
		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
		4.000	2,600.00
		0.000	0.00

0119 A003.20	650.00	1.000	650.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	1.000	650.00
		1.000	650.00
		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
		4.000	3,600.00
		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
		3.000	2,700.00
		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
		2.000	1,300.00
		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
		2.000	1,400.00
		0.000	0.00

0124 A006.86	900.00	1.000	900.00
PEDESTAL POLE, TYPE PP-3660	EACH	1.000	900.00
		1.000	900.00
		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
		12.000	3,300.00
		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
		12.000	3,600.00
		0.000	0.00

0127 A007.08	450.00	2.000	900.00
VEHICLE DETECTOR, TYPE TD-3	EACH	4.000	1,800.00
		4.000	1,800.00
		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
		195.000	248,625.00
		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
		7.000	10,815.00
		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	1.000	4,500.00
		1.000	4,500.00
		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	2.000	13,600.00
		2.000	13,600.00
		0.000	0.00

0132 A016.90	4,800.00	1.000	4,800.00
MAST ARM SIGNAL POLE, TYPE MP-21.5	EACH	0.000	0.00
		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
		2.000	2,000.00
		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
		10.000	12,500.00
		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
		14,168.200	56,672.80
		0.000	0.00

0136 A070.14	5.00	1,212.000	6,060.00
50 mm CONDUIT IN TRENCH	m	1,268.000	6,340.00
		1,334.500	6,672.50
		0.000	0.00

0137 A070.18	6.00	34.000	204.00
75 mm CONDUIT IN TRENCH	m	31.000	186.00
		29.600	177.60
		0.000	0.00

0138 A072.10	8.00	28.000	224.00
38 mm CONDUIT UNDER ROADWAY	m	28.000	224.00
		28.000	224.00
		0.000	0.00

0139 A074.12	35.00	516.000	18,060.00
38 mm CONDUIT, JACKED	m	516.000	18,060.00
		446.000	15,610.00
		0.000	0.00

0140 A074.14	40.00	65.000	2,600.00
50 mm CONDUIT, JACKED	m	97.000	3,880.00
		109.200	4,368.00
		0.000	0.00

0141 A074.18	45.00	42.000	1,890.00
75 mm CONDUIT, JACKED	m	44.000	1,980.00
		45.100	2,029.50
		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
		1,060.200	1,696.32
		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
		51.900	88.23
		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
		261.800	1,309.00
		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
		1,853.400	2,780.10
		0.000	0.00

0146 A079.50	0.75	999.000	749.25
GROUNDING CONDUCTOR	m	999.000	749.25
		1,000.800	750.60
		0.000	0.00

0147 A079.55	3.00	17.000	51.00
SERVICE CABLE	m	17.000	51.00
		28.000	84.00
		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
		1,076.000	2,152.00
		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
		14,765.200	20,671.28
		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
		28,454.400	42,681.60
		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
		1.000	2,200.00
		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		1.000	1,500.00
		0.000	0.00

0154 A610.10	25.00	2.000	50.00
REMOVE TRAFFIC SIGNAL HEAD	EACH	2.000	50.00
		2.000	50.00
		0.000	0.00

0155 A700.20	350.00	2.000	700.00
RELOCATE STREET LIGHTING UNIT	EACH	2.000	700.00
		2.000	700.00
		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		1.000	6,000.00
		0.000	0.00

0157 0030.81	4,309.00	1.000	4,309.00
MOBILIZATION	LS	1.000	4,309.00
		1.000	4,309.00
		0.000	0.00

0236 A006.75	680.232	0.000	0.00
PEDESTAL POLE, TYPE PP-3048	EACH	4.000	2,720.93
Plan Revision #1 to relocate Early Warning Beacons.		4.000	2,720.93
		0.000	0.00

4002 A700.20	1,556.24	0.000	0.00
RELOCATE STREET LIGHTING UNIT	EACH	1.000	1,556.24
Move existing light pole at Wildwood Drive		1.000	1,556.24
		0.000	0.00

4005 A401.02	1,342.04	0.000	0.00
CONVERT LIGHTING UNIT	EACH	1.000	1,342.04
Convert Camera pole to Street Lighting unit		1.000	1,342.04
		0.000	0.00

4006 A001.16	557.72	0.000	0.00
PULL BOX, TYPE PB-6	EACH	2.000	1,115.44
Additional pull boxes required on project		2.000	1,115.44
		0.000	0.00

4007 A610.24	468.50	0.000	0.00
REMOVE TEMPORARY LIGHTING UNIT	EACH	2.000	937.00
Remove lighting units and Transport to Lincoln		2.000	937.00
		0.000	0.00

4009 A110.02	1,338.72	0.000	0.00
REPAIR	LS	1.000	1,338.72
Bridge at Sta. 258+07.29		1.000	1,338.72
		0.000	0.00

4010 1905.00	1,053.00	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	LS	1.000	1,053.00
Pole Size 15.2-3.7-0.40		1.000	1,053.00
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	491,288.55
		Current	507,569.72
		In place	504,529.90
		This Estimate	0.00

GROUP 9 BITUMINOUS
0158 0002.55	23.00	165.120	3,797.76
OVERLAY BROKEN LINES	StaM	165.120	3,797.76
		155.270	3,571.22
		0.000	0.00

0159 0002.60	26.00	330.240	8,586.24
OVERLAY SOLID LINES	StaM	330.240	8,586.24
		888.670	23,105.42
		0.000	0.00

0160 0030.30	135,000.00	1.000	135,000.00
MOBILIZATION	LS	1.000	135,000.00
		1.000	135,000.00
		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
		1,478.913	4,362.80
		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		777.268	32,645.26
		0.000	0.00

0164 2021.00	50.00	4.000	200.00
MAILBOX POST	EACH	4.000	200.00
		3.000	150.00
		0.000	0.00

0165 3008.05	8.00	1,408.000	11,264.00
TIE BARS	EACH	1,408.000	11,264.00
		1,910.000	15,280.00
		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
		94.156	3,719.16
		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
		3,996.112	186,418.62
		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
		212.710	29,992.11
		0.000	0.00

0170 3040.12	125.00	786.200	98,275.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	786.200	98,275.00
		691.026	86,378.26
		0.000	0.00

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
		1,971.138	216,825.18
		0.000	0.00

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
		3,286.572	158,412.77
		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		257.664	29,889.02
		0.000	0.00

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
		8,022.443	9,947.83
		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
		16,429.886	20,373.06
		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	52.560	1,103.76
		36.540	767.34
		0.000	0.00

0182 8101.40	2.95	8,539.000	25,190.05
SUBGRADE STABILIZATION	m2	1,370.072	4,041.71
		109.483	322.97
		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		80.450	1,158.48
		80.450	1,158.48

0184 9005.00	30.76	100.000	3,076.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,076.00
SP4(12.5)		100.310	3,085.53
		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
		6,017.450	86,651.28
		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
		18,097.580	411,900.93
		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
		1,958.000	4,895.00
		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
		2.711	471.71
		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
		219.705	38,228.67
		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
		793.718	206,366.68
		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
		1,958.000	4,895.00
		0.000	0.00

0192 9053.00	0.26	82,830.000	21,535.80
TACK COAT	L	82,830.000	21,535.80
		80,338.726	20,888.07
		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
		155.270	35,712.10
		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
		8.000	12,400.00
		0.000	0.00

0196 9185.76	50.00	172.000	8,600.00
RUMBLE STRIPS, ASPHALT	StaM	172.000	8,600.00
		135.550	6,777.50
		0.000	0.00

0197 9186.01	2,950.00	2.388	7,044.60
CONCRETE SURFACE MILLING	StaM	2.388	7,044.60
		2.691	7,938.45
		0.000	0.00

0198 9188.50	25.00	589.000	14,725.00
SURFACING UNDER GUARDRAIL	m2	589.000	14,725.00
		670.012	16,750.30
		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
		1.000	2,500.00
		0.000	0.00

0233 3040.11	129.30	0.000	0.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	8.525	1,102.28
91.7% of pay item		8.525	1,102.28
		0.000	0.00

0234 3040.12	114.63	0.000	0.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	93.458	10,713.09
91.7% of contract item		93.458	10,713.09
		0.000	0.00

0235 3040.13	100.87	0.000	0.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	107.960	10,889.93
91.7% of contract price.		107.960	10,889.93
		0.000	0.00

4008 9173.20	1.25	0.000	0.00
SUBGRADE PREPARATION	m2	7,753.928	9,692.41
Changed from Subgrade Stabilization to Subgrade prep		7,753.928	9,692.41
		0.000	0.00

4011 3031.80	50.00	0.000	0.00
205 mm CONCRETE BASE COURSE CLASS PR-25	m2	60.953	3,047.65
40 % pay for PR concrete not getting 80% strength		60.953	3,047.65
		0.000	0.00

4012 3040.13	44.00	0.000	0.00
CONCRETE PAVEMENT PATCHING, TYPE C FULL DEPTH	m2	21.090	927.96
40 % pay for PR Concrete not getting 80% strength		21.090	927.96
		0.000	0.00

4013 7490.12	4.725	0.000	0.00
300 mm WHITE THERMOPLASTIC	m	313.000	1,478.93
		313.000	1,478.93
		0.000	0.00

4014 9300.60	0.56	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	6,815.958	3,816.94
Smoothness Incentive for SP 4 @ 102.46%		6,815.958	3,816.94
		0.000	0.00

4015 9300.77	6.396	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	313.534	2,005.36
Smoothness incentive at 102.46 %		313.534	2,005.36
		0.000	0.00

4016 9300.56	0.759	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	18,097.580	13,736.06
Incentive pay for Type 4 Asphalt Air Voids		18,097.580	13,736.06
		0.000	0.00

GROUP 9 BITUMINOUS		Contracted	1,968,429.22
		Current	1,986,588.63
		In place	1,875,191.33
		This Estimate	1,158.48

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
		44,697.000	22,348.50
		0.000	0.00

0201 0001.10	2.50	2,155.000	5,387.50
BARRICADE, TYPE III	BDAY	2,155.000	5,387.50
		7,257.000	18,142.50
		0.000	0.00

0202 0001.30	2.50	1,220.000	3,050.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,220.000	3,050.00
		2,193.000	5,482.50
		0.000	0.00

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
		23,335.000	11,667.50
		0.000	0.00

0205 0002.30	1.14	4,350.000	4,959.00
PAVEMENT MARKING REMOVAL	m	4,350.000	4,959.00
		1,906.000	2,172.84
		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
		7,394.000	28,245.08
		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
		545.000	855.65
		0.000	0.00

0208 0002.97	22.00	447.000	9,834.00
FLASHING ARROW PANEL	DAY	447.000	9,834.00
		528.000	11,616.00
		0.000	0.00

0209 0003.10	175.00	45.000	7,875.00
FLAGGING	DAY	45.000	7,875.00
		32.000	5,600.00
		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
		734.000	25,690.00
		0.000	0.00

0212 0003.56	5.00	968.000	4,840.00
RELOCATE CONCRETE PROTECTION BARRIER	m	968.000	4,840.00
		1,137.000	5,685.00
		0.000	0.00

0213 0003.57	950.00	8.000	7,600.00
RELOCATE INERTIAL BARRIER SYSTEM	EACH	8.000	7,600.00
		8.000	7,600.00
		0.000	0.00

0214 0003.58	3,700.00	4.000	14,800.00
INERTIAL BARRIER SYSTEM	EACH	4.000	14,800.00
		5.000	18,500.00
		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
		223.500	178.80
		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
		2.500	187.50
		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
		0.500	35.00
		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
		5.000	275.00
		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	174,281.87
		This Estimate	0.00

Totals for contract		Contracted	4,253,248.92
		Current	4,323,300.66
		In place	4,213,740.52
		This Estimate	1,080.58