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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:	2615X
Estimate Number:	0045
Pay Period End Date:	03.25.2003

Contract Location:
US-6/US-275 INTERCHNAGE	Estimate Type:	SUPL
Contractor:
VRANA & SON CONSTRUCTION CO./CHAS.	Date Let:	04.01.1999
4816 F ST	Date Awarded:	04.08.1999
	Date Contract Executed:	04.16.1999
	Date Notice to Proceed:	04.16.1999
OMAHA NE 68117-1481	Date Work Began:	05.03.1999
Phone:	Date Physical Work Completed:
(402)733-5200	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
20615 000B		0.000			S-6-7(1043)		GR CP CULV SEED BR GDRL ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$10,019,263.61	$10,019,263.61	$.00
$10,317,578.56	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$10,019,263.61	$10,019,263.61	$.00
$9,708,314.40	Retainage	$.00	$.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.11%	Net Earnings	$10,019,263.61	$10,019,263.61	$.00
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$12,031.50	$.00	$12,031.50
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$.00	$.00	$.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	$12,031.50	$.00	$12,031.50
	Payment	$10,031,295.11	$10,019,263.61	$12,031.50
Project Manager			Div. Head/Dist. Eng.
Hitzeman, Bill	03.25.2003		Hitzeman, Bill	03.25.2003
Constr. Estimate Eng.			Materials Eng.
Hitzeman, Bill	03.25.2003		Hall, David	03.26.2003
Controller Div. Processed
Harring, Joyce	04.14.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0154	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	8,410.80	E16449
		Expansion Bearing, TFE Type
0155	6005.83	FIXED BEARING
		S.P. Initial Payment	7,578.70	E16449
		Fixed Bearing
		S.P. Initial Payment	748.80	E16167
		Anchor Bolt
0215	A001.01	PULL BOX, TYPE PB-1
		S.P. Initial Payment	3,300.00	90403
		Pull Box, Type PB-1
		Total for estimate 0001:	20,038.30
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0154	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-8,410.80	E16449
		Expansion Bearing, TFE Type
0155	6005.83	FIXED BEARING
		S.P. Adjustment	-7,578.70	E16449
		Fixed Bearing
		S.P. Adjustment	-748.80	E16167
		Anchor Bolt
0220	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
		S.P. Initial Payment	25,152.00	4-1-200
		St Light Unit SL-BT-12.2-3.7-0.20
0221	A010.59	UNDERDECK LUMINAIRE, TYPE UD-200
		S.P. Initial Payment	572.00	3-01-200
		Underdeck Luminaire, Type UD-200
		Total for estimate 0003:	8,985.70
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	28,329.88	CI74497
		Basket Assembly
		Total for estimate 0005:	28,329.88
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0220	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
		S.P. Initial Payment	6,432.00	520049
		Power Foundations
		Total for estimate 0007:	6,432.00
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-636.17	CI74497
		Basket Assembly
0234	7322.01	TYPE B SIGN
		S.P. Initial Payment	12,081.55	45511
		Type B Sign
		Total for estimate 0010:	11,445.38
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,016.65	CI74497
		Basket Assembly
0220	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
		S.P. Adjustment	-3,930.00	4-1-200
		St Light Unit SL-BT-12.2-3.7-0.20
		S.P. Adjustment	-1,005.00	520049
		Power Foundations
		Total for estimate 0012:	-7,951.65
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,084.52	CI74497
		Basket Assembly
0220	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
		S.P. Adjustment	-3,930.00	4-1-200
		St Light Unit SL-BT-12.2-3.7-0.20
		S.P. Adjustment	-1,005.00	520049
		Power Foundations
		Total for estimate 0013:	-7,019.52
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,351.16	CI74497
		Basket Assembly
		Total for estimate 0016:	-1,351.16
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,414.71	CI74497
		Basket Assembly
		Total for estimate 0023:	-5,414.71
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-227.20	CI74497
		Basket Assembly
		Total for estimate 0024:	-227.20
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0215	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-1,320.00	90403
		Pull Box, Type PB-1
0220	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
		S.P. Adjustment	-3,144.00	4-1-200
		St Light Unit SL-BT-12.2-3.7-0.20
		S.P. Adjustment	-804.00	520049
		Power Foundations
		Total for estimate 0026:	-5,268.00
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,999.40	CI74497
		Basket Assembly
		Total for estimate 0029:	-1,999.40
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,431.39	CI74497
		Basket Assembly
		Total for estimate 0030:	-1,431.39
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0215	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-1,485.00	90403
		Pull Box, Type PB-1
0220	A009.16	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
		S.P. Adjustment	-14,148.00	4-1-200
		St Light Unit SL-BT-12.2-3.7-0.20
		S.P. Adjustment	-3,618.00	520049
		Power Foundations
		Total for estimate 0033:	-19,251.00
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,771.01	CI74497
		Basket Assembly
		Total for estimate 0034:	-5,771.01
Est Nbr:	0037
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,090.58	CI74497
		Basket Assembly
0215	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-495.00	90403
		Pull Box, Type PB-1
0221	A010.59	UNDERDECK LUMINAIRE, TYPE UD-200
		S.P. Adjustment	-572.00	3-01-200
		Underdeck Luminaire, Type UD-200
		Total for estimate 0037:	-2,157.58
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0234	7322.01	TYPE B SIGN
		S.P. Adjustment	-9,420.11	45511
		Type B Sign
		Total for estimate 0038:	-9,420.11
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-268.73	CI74497
		Basket Assembly
		Total for estimate 0039:	-268.73
Est Nbr:	0041
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-5,038.36	CI74497
		Basket Assembly
0234	7322.01	TYPE B SIGN
		S.P. Adjustment	-2,661.44	45511
		Type B Sign
		Total for estimate 0041:	-7,699.80
		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                          L006.00	100.00	31.000	3,100.00
COVER CROP SEEDING	ha	31.000	3,100.00
		31.000	3,100.00
		0.000	0.00
0002                          L020.00	1.30	2,449.000	3,183.70
EROSION CONTROL	m2	2,449.000	3,183.70
		2,449.000	3,183.70
		0.000	0.00
0003                          L020.01	5.80	20,348.000	118,018.40
EROSION CONTROL, TYPE A	m2	20,348.000	118,018.40
		17,200.680	99,763.94
		0.000	0.00
0004                          L020.08	6.00	1,422.000	8,532.00
EROSION CONTROL, TYPE AA	m2	1,422.000	8,532.00
		3,591.000	21,546.00
		0.000	0.00
0005                          L020.09	15.00	192.000	2,880.00
EROSION CONTROL, TYPE AAA	m2	192.000	2,880.00
		192.000	2,880.00
		0.000	0.00
0006                          L020.10	1.70	6,091.000	10,354.70
EROSION CONTROL, TYPE HV	m2	6,091.000	10,354.70
		8,548.110	14,531.79
		0.000	0.00
0007                          L021.00	10.00	110.000	1,100.00
EROSION CHECKS	BALE	110.000	1,100.00
		120.000	1,200.00
		0.000	0.00
0008                          L021.01	15.00	433.000	6,495.00
EROSION CHECKS, TYPE A	BALE	433.000	6,495.00
		360.000	5,400.00
		0.000	0.00
0009                          L021.06	12.00	96.000	1,152.00
EROSION CHECKS, TYPE HV	BALE	96.000	1,152.00
		61.000	732.00
		0.000	0.00
0010                          L021.10	14.00	290.000	4,060.00
EROSION CHECKS, TYPE ST	BALE	290.000	4,060.00
		198.000	2,772.00
		0.000	0.00
0011                          L021.11	18.00	641.000	11,538.00
EROSION CHECKS, TYPE ST-A	BALE	641.000	11,538.00
		545.000	9,810.00
		0.000	0.00
0012                          L021.13	18.00	120.000	2,160.00
EROSION CHECKS, TYPE ST-AA	BALE	120.000	2,160.00
		133.000	2,394.00
		0.000	0.00
0013                          L021.15	15.00	196.000	2,940.00
EROSION CHECKS, TYPE ST-HV	BALE	196.000	2,940.00
		197.000	2,955.00
		0.000	0.00
0014                          L021.21	13.00	98.000	1,274.00
EROSION CHECKS, TYPE AA	BALE	98.000	1,274.00
		75.000	975.00
		0.000	0.00
0015                          L022.11	8.00	2,670.000	21,360.00
FABRIC SILT FENCE-LOW POROSITY	m	2,670.000	21,360.00
		3,259.930	26,079.44
		0.000	0.00
0016                          P120.24	80.00	3.000	240.00
600 mm CULVERT PIPE, TYPE 2	m	3.000	240.00
		10.800	864.00
		0.000	0.00
0017                          P200.72	480.00	112.000	53,760.00
1800 mm CULVERT PIPE, TYPE 2 OR 5	m	112.000	53,760.00
		112.000	53,760.00
		0.000	0.00
0018                          P400.24	90.00	26.000	2,340.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	26.000	2,340.00
		67.000	6,030.00
		0.000	0.00
0019                          0030.10	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.000	0.00
0020                          1000.00	120.00	1,162.000	139,440.00
LARGE TREE REMOVAL	EACH	1,162.000	139,440.00
		985.000	118,200.00
		0.000	0.00
0021                          1010.00	2.18	629,354.000	1,371,991.72
EXCAVATION	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0022                          1010.01	5.75	5,760.000	33,120.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	5,760.000	33,120.00
		5,760.000	33,120.00
		0.000	0.00
0023                          1011.00	0.40	14,616.000	5,846.40
WATER	kL	14,616.000	5,846.40
		0.000	0.00
		0.000	0.00
0024                          1012.00	70.00	96.000	6,720.00
RIGHT-OF-WAY MARKERS	EACH	96.000	6,720.00
		62.000	4,340.00
		0.000	0.00
0025                          1030.00	3.20	69,955.000	223,856.00
EARTHWORK MEASURED IN EMBANKMENT	m3	69,955.000	223,856.00
		69,577.000	222,646.40
		0.000	0.00
0026                          1040.05	0.17	150,000.000	25,500.00
TEMPORARY SLOPE PROTECTION	m2	150,000.000	25,500.00
		0.000	0.00
		0.000	0.00
0027                          1043.50	1.90	6,398.000	12,156.20
RIPRAP FILTER FABRIC	m2	6,398.000	12,156.20
		6,581.000	12,503.90
		0.000	0.00
0028                          1090.00	2,100.00	4.000	8,400.00
ABANDON WELLS	EACH	4.000	8,400.00
		3.000	6,300.00
		0.000	0.00
0029                          1101.00	4.00	23,001.000	92,004.00
REMOVE PAVEMENT	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0030                          1106.00	5.00	653.000	3,265.00
REMOVE DRIVEWAY	m2	653.000	3,265.00
		605.000	3,025.00
		0.000	0.00
0031                          1121.00	550.00	3.000	1,650.00
REMOVE CONCRETE FLUME	EACH	3.000	1,650.00
		3.000	1,650.00
		0.000	0.00
0032                          1124.00	7,000.00	1.000	7,000.00
REMOVE BUILDING	EACH	1.000	7,000.00
AT STA. 30092+94.852 RT.		1.000	7,000.00
		0.000	0.00
0033                          1124.01	7,000.00	1.000	7,000.00
REMOVE BUILDING	EACH	1.000	7,000.00
AT STA. 30093+26.569 RT.		1.000	7,000.00
		0.000	0.00
0034                          1124.02	6,000.00	1.000	6,000.00
REMOVE BUILDING	EACH	1.000	6,000.00
AT STA. 30093+12.384 RT.		1.000	6,000.00
		0.000	0.00
0035                          1124.03	6,000.00	1.000	6,000.00
REMOVE BUILDING	EACH	1.000	6,000.00
AT STA. 30093+03.866 RT.		1.000	6,000.00
		0.000	0.00
0036                          1124.04	5,000.00	1.000	5,000.00
REMOVE BUILDING	EACH	1.000	5,000.00
AT STA. 30111+44.351 LT.		1.000	5,000.00
		0.000	0.00
0037                          1124.05	7,000.00	1.000	7,000.00
REMOVE BUILDING	EACH	1.000	7,000.00
AT STA. 30111+91.503 LT.		1.000	7,000.00
		0.000	0.00
0038                          1124.06	7,000.00	1.000	7,000.00
REMOVE BUILDING	EACH	1.000	7,000.00
AT STA. 96+88.772 RT.		1.000	7,000.00
		0.000	0.00
0039                          1125.00	7,500.00	1.000	7,500.00
CLEAR TRACT	EACH	1.000	7,500.00
AT STA 30092+62.26 TO STA 30093+31.61 RT		1.000	7,500.00
		0.000	0.00
0040                          1125.01	7,500.00	1.000	7,500.00
CLEAR TRACT	EACH	1.000	7,500.00
AT STA. 30111+14.08 TO STA. 30112+06 LT.		1.000	7,500.00
		0.000	0.00
0041                          1125.02	6,500.00	1.000	6,500.00
CLEAR TRACT	EACH	1.000	6,500.00
AT STA. 94+72.22 TO STA. 96+00.00 LT.		1.000	6,500.00
		0.000	0.00
0042                          1125.03	6,000.00	1.000	6,000.00
CLEAR TRACT	EACH	1.000	6,000.00
AT STA. 96+60.10 TO STA. 97+16.20 RT.		1.000	6,000.00
		0.000	0.00
0043                          1300.24	92.00	42.000	3,864.00
600 mm DRIVEWAY CULVERT PIPE	m	42.000	3,864.00
TYPE 2,3,4,5,6,7, OR 8(TEMPORARY)		42.000	3,864.00
		0.000	0.00
0044                          1600.00	32,600.00	1.000	32,600.00
MONITORING INSTRUMENTATION	LS	1.000	32,600.00
		1.000	32,600.00
		0.000	0.00
0045                          1701.24	80.00	69.000	5,520.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	69.000	5,520.00
		97.800	7,824.00
		0.000	0.00
0046                          4040.00	360.00	1.000	360.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	360.00
		6.000	2,160.00
		0.000	0.00
0047                          4050.01	7.70	454.000	3,495.80
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	454.000	3,495.80
		517.000	3,980.90
		0.000	0.00
0048                          4054.60	548.00	366.000	200,568.00
TEMPORARY SHORING	m	366.000	200,568.00
		0.000	0.00
		0.000	0.00
0049                          4107.07	1,026.00	0.410	420.66
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.410	420.66
		0.720	738.72
		0.000	0.00
0050                          4157.00	2.70	20.000	54.00
REINFORCING STEEL FOR COLLARS	kg	20.000	54.00
		36.000	97.20
		0.000	0.00
0051                          4310.24	410.00	1.000	410.00
600 mm FLARED-END SECTION	EACH	1.000	410.00
		1.000	410.00
		0.000	0.00
0052                          6104.00	8.70	5,375.000	46,762.50
BROKEN CONCRETE RIPRAP	Mg	5,375.000	46,762.50
		5,549.000	48,276.30
		0.000	0.00
0053                          7017.00	8.00	604.000	4,832.00
REMOVE GUARDRAIL	m	604.000	4,832.00
		594.000	4,752.00
		0.000	0.00
0054                          9110.01	100.00	50.000	5,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	55.500	5,550.00
		55.750	5,575.00
		0.000	0.00
0055                          9110.03	73.00	50.000	3,650.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	50.000	3,650.00
		86.000	6,278.00
		0.000	0.00
0056                          9110.07	100.00	50.000	5,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	52.000	5,200.00
		183.000	18,300.00
		0.000	0.00
0401                          2011.05	23.60	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	90.720	2,140.99
		232.510	5,487.23
		0.000	0.00
0402                          1010.00	2.18	0.000	0.00
EXCAVATION	m3	629,354.000	1,371,991.72
		633,584.000	1,381,213.12
		0.000	0.00
0403                          1101.00	4.00	0.000	0.00
REMOVE PAVEMENT	m2	23,001.000	92,004.00
		23,001.010	92,004.04
		0.000	0.00
0404                          9110.80	140.00	0.000	0.00
RENTAL	HOUR	25.500	3,570.00
		43.750	6,125.00
		0.000	0.00
0421                          L022.12	8.61	0.000	0.00
FABRIC SILT FENCE-HIGH POROSITY	m	750.000	6,457.50
		599.300	5,159.97
		0.000	0.00
0601                          2015.02	24.00	0.000	0.00
CRUSHED ROCK BEDDING	m3	68.330	1,639.92
Sect. 702.03 Par 5C		46.794	1,123.05
		0.000	0.00
0901                          1900.01	1.00	0.000	0.00
FUEL COST ADJUSTMENT	m3	12,249.860	12,249.86
Spec. Prov. for Item #21, #25 & #22		21,279.320	21,279.32
		0.000	0.00
GROUP 1 GRADING		Contracted	2,623,474.08
		Current	2,650,282.35
		In place	2,439,510.02
		This Estimate	0.00
GROUP 1A MSE WALLS
0057                          0030.10	5,200.00	1.000	5,200.00
MOBILIZATION	LS	1.000	5,200.00
		1.000	5,200.00
		0.000	0.00
0058                          4095.00	153.00	629.000	96,237.00
CONCRETE FACE PANELS	m2	629.000	96,237.00
		629.000	96,237.00
		0.000	0.00
0059                          4095.10	43.00	150.000	6,450.00
CONCRETE LEVELING PADS	m	150.000	6,450.00
		150.000	6,450.00
		0.000	0.00
0060                          4095.20	98.00	153.000	14,994.00
COPING	m	153.000	14,994.00
		153.000	14,994.00
		0.000	0.00
0061                          4350.21	29.00	410.000	11,890.00
525 mm CORRUGATED METAL PIPE	m	410.000	11,890.00
		377.000	10,933.00
		0.000	0.00
0062                          8024.75	26.00	2,514.000	65,364.00
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	2,514.000	65,364.00
		2,514.000	65,364.00
		0.000	0.00
GROUP 1A MSE WALLS		Contracted	200,135.00
		Current	200,135.00
		In place	199,178.00
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0063                          P402.15	99.20	43.000	4,265.60
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	43.000	4,265.60
		43.000	4,265.60
		0.000	0.00
0064                          0030.30	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00
0065                          1020.01	12.00	100.000	1,200.00
DELINEATOR, TYPE I	EACH	100.000	1,200.00
		66.000	792.00
		0.000	0.00
0066                          1020.02	12.00	88.000	1,056.00
DELINEATOR, TYPE II	EACH	88.000	1,056.00
		115.000	1,380.00
		0.000	0.00
0067                          2001.03	18.90	311.000	5,877.90
GRAVEL SURFACE COURSE	Mg	311.000	5,877.90
		134.000	2,532.60
		0.000	0.00
0068                          2021.00	120.00	1.000	120.00
MAILBOX POST	EACH	1.000	120.00
		0.000	0.00
		0.000	0.00
0069                          3017.40	19.30	10,480.000	202,264.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	10,480.000	202,264.00
		10,480.000	202,264.00
		0.000	0.00
0070                          3075.11	25.70	723.000	18,581.10
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	723.000	18,581.10
		1,240.820	31,889.07
		0.000	0.00
0071                          3075.41	27.00	7,097.000	191,619.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	7,097.000	191,619.00
		7,097.000	191,619.01
		0.000	0.00
0072                          3075.51	28.40	12,280.000	348,752.00
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	12,280.000	348,752.00
		12,249.000	347,871.61
		0.000	0.00
0073                          3075.55	28.30	46,719.000	1,322,147.70
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	46,719.000	1,322,147.70
		46,688.000	1,321,270.41
		0.000	0.00
0074                          3300.50	19,000.00	1.000	19,000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	19,000.00
		1.000	19,000.00
		0.000	0.00
0075                          4024.73	930.00	2.000	1,860.00
CONCRETE FLUME, TYPE IV	EACH	2.000	1,860.00
		2.000	1,860.00
		0.000	0.00
0076                          7502.04	5.80	1,900.000	11,020.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	1,900.000	11,020.00
		0.000	0.00
		0.000	0.00
0077                          7550.03	1.15	8,800.000	10,120.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	8,800.000	10,120.00
		10,179.000	11,705.85
		0.000	0.00
0078                          7550.04	1.15	9,500.000	10,925.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	9,500.000	10,925.00
		13,586.000	15,623.90
		0.000	0.00
0079                          8029.04	3.90	66,096.000	257,774.40
AGGREGATE FOUNDATION COURSE 100 mm	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0080                          8060.05	116.00	71.000	8,236.00
GRANULAR SUBDRAIN	EACH	71.000	8,236.00
		69.000	8,004.00
		0.000	0.00
0081                          8111.00	470.00	83.979	39,470.13
SHOULDER SUBGRADE PREPARATION	StaM	83.979	39,470.13
		81.979	38,530.13
		0.000	0.00
0082                          9005.23	30.00	8,550.000	256,500.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	8,550.000	256,500.00
		7,746.830	232,404.90
		0.000	0.00
0083                          9006.11	37.00	12,200.000	451,400.00
ASPHALTIC CONCRETE, TYPE 11	Mg	12,200.000	451,400.00
		11,029.900	408,106.30
		0.000	0.00
0084                          9009.00	6.00	1,046.000	6,276.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,046.000	6,276.00
		483.000	2,898.00
		0.000	0.00
0085                          9021.08	225.00	1,108.300	249,367.50
PERFORMANCE GRADED BINDER (64-28)	Mg	1,108.300	249,367.50
		801.870	180,420.75
		0.000	0.00
0086                          9034.00	5.30	1,046.000	5,543.80
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,046.000	5,543.80
		483.000	2,559.90
		0.000	0.00
0087                          9053.00	0.40	33,849.000	13,539.60
TACK COAT	L	33,849.000	13,539.60
		15,658.205	6,263.28
		0.000	0.00
0088                          9111.00	3.50	1,904.000	6,664.00
WATER	kL	1,904.000	6,664.00
		136.280	476.99
		0.000	0.00
0089                          9140.00	125.00	83.979	10,497.38
JOINT SEALING - ASPHALT TO CONCRETE	StaM	83.979	10,497.38
		81.979	10,247.39
		0.000	0.00
0090                          9170.00	850.00	53.969	45,873.65
EARTH SHOULDER CONSTRUCTION	StaM	53.969	45,873.65
		53.969	45,873.65
		0.000	0.00
0091                          9173.20	1.24	90,993.000	112,831.32
SUBGRADE PREPARATION	m2	90,993.000	112,831.32
		89,892.967	111,467.29
		0.000	0.00
0092                          9179.24	750.00	13.000	9,750.00
COLD MILLING, CLASS 4	StaM	13.000	9,750.00
		24.900	18,675.00
		0.000	0.00
0093                          9179.44	720.00	46.976	33,822.72
COLD MILLING, CLASS 4	StaM	46.976	33,822.72
TYPE A		44.600	32,112.00
		0.000	0.00
0094                          9179.54	3.80	15,472.000	58,793.60
COLD MILLING, CLASS 4	m2	15,472.000	58,793.60
TYPE C		15,472.000	58,793.60
		0.000	0.00
0095                          9179.64	3,000.00	6.910	20,730.00
COLD MILLING, CLASS 4	StaM	6.910	20,730.00
TYPE B		6.910	20,730.00
		0.000	0.00
0408                          8032.04	3.90	0.000	0.00
FOUNDATION COURSE (CRUSHED CONCRETE) 100 mm	m2	28,386.688	110,708.08
		28,386.688	110,708.10
		0.000	0.00
0422                          9110.20	61.00	0.000	0.00
RENTAL OF SELF-PROPELLED ROLLER, FULLY OPERATED	HOUR	10.000	610.00
		11.500	701.50
		0.000	0.00
0423                          9110.26	45.00	0.000	0.00
RENTAL OF TRACTOR AND DISK, FULLY OPERATED	HOUR	10.000	450.00
		2.000	90.00
		0.000	0.00
0425                          3014.12	50.86	0.000	0.00
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	60.000	3,051.60
		60.000	3,051.60
		0.000	0.00
0431                          8029.76	3.90	0.000	0.00
BITUMINOUS FOUNDATION COURSE	m2	37,709.312	147,066.32
		37,709.312	147,066.32
		0.000	0.00
0604                          9300.32	35,069.15	0.000	0.00
INCENTIVE PAYMENT FOR	LS	1.000	35,069.15
		1.000	35,069.15
		0.000	0.00
0605                          0096.00	-12,159.90	0.000	0.00
DEDUCTION	LS	1.000	-12,159.90
		1.000	-12,159.90
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	3,775,878.39
		Current	3,802,899.24
		In place	3,654,164.00
		This Estimate	0.00
GROUP 4 CULVERTS
0096                          P070.18	64.60	57.000	3,682.20
450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	57.000	3,682.20
		95.300	6,156.38
		0.000	0.00
0097                          P070.24	82.20	31.000	2,548.20
600 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	31.000	2,548.20
		31.000	2,548.20
		0.000	0.00
0098                          P120.24	82.20	21.500	1,767.30
600 mm CULVERT PIPE, TYPE 2	m	21.500	1,767.30
		23.940	1,967.87
		0.000	0.00
0099                          P120.48	226.00	74.000	16,724.00
1200 mm CULVERT PIPE, TYPE 2	m	74.000	16,724.00
		76.000	17,176.00
		0.000	0.00
0100                          P150.36	126.50	16.500	2,087.25
900 mm CULVERT PIPE, TYPE 5	m	16.500	2,087.25
		19.000	2,403.50
		0.000	0.00
0101                          P200.54	265.60	55.500	14,740.80
1350 mm CULVERT PIPE, TYPE 2 OR 5	m	55.500	14,740.80
		57.000	15,139.20
		0.000	0.00
0102                          P200.60	353.80	45.500	16,097.90
1500 mm CULVERT PIPE, TYPE 2 OR 5	m	45.500	16,097.90
		42.500	15,036.50
		0.000	0.00
0103                          P400.24	82.20	40.000	3,288.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	40.000	3,288.00
		20.000	1,644.00
		0.000	0.00
0104                          P400.30	130.20	55.500	7,226.10
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	55.500	7,226.10
		53.240	6,931.85
		0.000	0.00
0105                          P400.36	146.30	24.000	3,511.20
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	24.000	3,511.20
		24.000	3,511.20
		0.000	0.00
0106                          P402.24	61.80	34.000	2,101.20
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	34.000	2,101.20
		34.000	2,101.20
		0.000	0.00
0107                          0030.40	65,000.00	1.000	65,000.00
MOBILIZATION	LS	1.000	65,000.00
		1.000	65,000.00
		0.000	0.00
0108                          4004.50	2.74	449.000	1,230.26
CAST IRON GRATE AND FRAME	kg	449.000	1,230.26
		449.000	1,230.26
		0.000	0.00
0109                          4035.00	189.00	4.000	756.00
REMOVE FLARED-END SECTION	EACH	4.000	756.00
		3.000	567.00
		0.000	0.00
0110                          4040.00	363.96	16.000	5,823.36
REMOVE HEADWALLS FROM CULVERTS	EACH	16.000	5,823.36
		15.000	5,459.40
		0.000	0.00
0111                          4045.00	30,000.00	1.000	30,000.00
REMOVE STRUCTURE	EACH	1.000	30,000.00
AT STA. 97+78		1.000	30,000.00
		0.000	0.00
0112                          4045.01	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 30100+88		1.000	10,000.00
		0.000	0.00
0113                          4050.01	11.44	3,599.000	41,172.56
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	3,599.000	41,172.56
		3,149.984	36,035.82
		0.000	0.00
0114                          4051.01	30.00	37.000	1,110.00
EXCAVATION FOR BOX CULVERTS	m3	37.000	1,110.00
		175.057	5,251.71
		0.000	0.00
0115                          4100.06	1,080.00	0.420	453.60
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.420	453.60
		0.420	453.60
		0.000	0.00
0116                          4101.06	460.00	160.244	73,712.24
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	160.244	73,712.24
		160.222	73,702.12
		0.000	0.00
0117                          4105.58	748.44	1.950	1,459.46
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	1.950	1,459.46
		1.950	1,459.46
		0.000	0.00
0118                          4107.07	1,026.00	0.840	861.84
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.840	861.84
		1.780	1,826.28
		0.000	0.00
0119                          4150.00	1.69	20.000	33.80
REINFORCING STEEL FOR HEADWALL	kg	20.000	33.80
		20.000	33.80
		0.000	0.00
0120                          4151.00	1.40	12,422.000	17,390.80
REINFORCING STEEL FOR BOX CULVERT	kg	12,422.000	17,390.80
		12,422.000	17,390.80
		0.000	0.00
0121                          4155.50	1.54	66.000	101.64
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	66.000	101.64
		66.000	101.64
		0.000	0.00
0122                          4157.00	1.68	40.000	67.20
REINFORCING STEEL FOR COLLARS	kg	40.000	67.20
		69.000	115.92
		0.000	0.00
0123                          4310.24	330.00	3.000	990.00
600 mm FLARED-END SECTION	EACH	3.000	990.00
		3.000	990.00
		0.000	0.00
0124                          4310.30	370.00	2.000	740.00
750 mm FLARED-END SECTION	EACH	2.000	740.00
		2.000	740.00
		0.000	0.00
0125                          4310.36	510.00	3.000	1,530.00
900 mm FLARED-END SECTION	EACH	3.000	1,530.00
		3.000	1,530.00
		0.000	0.00
0126                          4310.48	870.00	4.000	3,480.00
1200 mm FLARED-END SECTION	EACH	4.000	3,480.00
		4.000	3,480.00
		0.000	0.00
0127                          4310.54	940.00	2.000	1,880.00
1350 mm FLARED-END SECTION	EACH	2.000	1,880.00
		2.000	1,880.00
		0.000	0.00
0128                          4310.60	1,150.00	2.000	2,300.00
1500 mm FLARED-END SECTION	EACH	2.000	2,300.00
		2.000	2,300.00
		0.000	0.00
0129                          4860.48	700.00	54.000	37,800.00
JACKING 1200 mm CULVERT PIPE, TYPE 2	m	54.000	37,800.00
		48.768	34,137.60
		0.000	0.00
0434                          2015.02	46.00	0.000	0.00
CRUSHED ROCK BEDDING	m3	138.057	6,350.62
		138.057	6,350.62
		0.000	0.00
GROUP 4 CULVERTS		Contracted	371,666.91
		Current	378,017.53
		In place	374,651.93
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 30099+86
0130                          0030.40	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0131                          4045.02	20,000.00	1.000	20,000.00
REMOVE STRUCTURE	EACH	1.000	20,000.00
AT STA. 30099+79		1.000	20,000.00
		0.000	0.00
0132                          4051.01	5.25	2,065.000	10,841.25
EXCAVATION FOR BOX CULVERTS	m3	2,065.000	10,841.25
		2,065.000	10,841.25
		0.000	0.00
0133                          4101.06	240.00	507.331	121,759.44
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	507.331	121,759.44
		507.331	121,759.44
		0.000	0.00
0134                          4151.00	1.40	32,431.000	45,403.40
REINFORCING STEEL FOR BOX CULVERT	kg	32,431.000	45,403.40
		32,431.000	45,403.40
		0.000	0.00
0432                          4163.25	0.765	0.000	0.00
REINFORCING STEEL	kg	2,637.000	2,017.31
		2,637.000	2,017.31
		0.000	0.00
GROUP 4A CULVERT AT STA. 30099+86		Contracted	213,004.09
		Current	215,021.40
		In place	215,021.40
		This Estimate	0.00
GROUP 4B CULVERT AT STA. 1+18
0135                          0030.40	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0136                          4051.01	5.25	1,904.000	9,996.00
EXCAVATION FOR BOX CULVERTS	m3	1,904.000	9,996.00
		1,904.000	9,996.00
		0.000	0.00
0137                          4101.06	230.00	1,320.622	303,743.06
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,320.622	303,743.06
		1,320.622	303,743.06
		0.000	0.00
0138                          4151.00	1.40	65,377.000	91,527.80
REINFORCING STEEL FOR BOX CULVERT	kg	65,377.000	91,527.80
		65,377.000	91,527.80
		0.000	0.00
0409                          0030.40		1.000
MOBILIZATION	LS	2.000	0.00
		1.000	3,160.13
		0.000	0.00
0410                          9110.33	36.75	0.000	0.00
RENTAL OF PUMP	HOUR	25.500	937.13
		96.750	3,555.56
		0.000	0.00
0411                          1990.01	24.00	0.000	0.00
LABOR	HOUR	28.500	684.00
		23.000	552.00
		0.000	0.00
0412                          9110.06	157.50	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	68.500	10,788.75
Cat 235 Excavator		178.500	28,113.75
		0.000	0.00
0413                          9110.01	136.50	0.000	0.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	66.000	9,009.00
Cat 973 Loader		157.500	21,498.75
		0.000	0.00
0414                          9110.03	157.50	0.000	0.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	137.000	21,577.50
Volvo A40 Dump Truck		253.000	39,847.50
		0.000	0.00
0416                          0030.40		1.000
MOBILIZATION	LS	2.000	0.00
		1.000	42,000.00
		0.000	0.00
0417                          4101.06	378.26	0.000	0.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	281.370	106,431.02
		286.394	108,331.39
		0.000	0.00
0418                          4151.00	1.39	0.000	0.00
REINFORCING STEEL FOR BOX CULVERT	kg	23,487.000	32,646.93
		38,777.000	53,900.03
		0.000	0.00
0419                          6020.25	52.50	0.000	0.00
DRILL AND DOWEL BARS	EACH	260.000	13,650.00
		249.000	13,072.50
		0.000	0.00
0420                          4044.00	147,000.00	0.000	0.00
PREPARATION OF STRUCTURE	EACH	1.000	147,000.00
		1.000	147,000.00
		0.000	0.00
0426                          6617.70	2,500.00	0.000	0.00
REPAIR WINGWALL	EACH	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0427                          9110.08	89.25	0.000	0.00
RENTAL OF COMPACTOR, FULLY OPERATED	HOUR	105.250	9,393.56
		105.250	9,393.56
		0.000	0.00
0428                          9110.02	90.00	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	3.000	270.00
		5.500	495.00
		0.000	0.00
GROUP 4B CULVERT AT STA. 1+18		Contracted	425,266.86
		Current	825,314.87
		In place	898,687.03
		This Estimate	0.00
GROUP 4C CULVERT AT STA. 6+42
0139                          0030.40	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0140                          4051.01	8.00	333.000	2,664.00
EXCAVATION FOR BOX CULVERTS	m3	333.000	2,664.00
		333.000	2,664.00
		0.000	0.00
0141                          4101.06	250.00	451.999	112,999.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	451.999	112,999.75
		451.999	112,999.75
		0.000	0.00
0142                          4151.00	1.40	34,282.000	47,994.80
REINFORCING STEEL FOR BOX CULVERT	kg	34,282.000	47,994.80
		34,282.000	47,994.80
		0.000	0.00
GROUP 4C CULVERT AT STA. 6+42		Contracted	178,658.55
		Current	178,658.55
		In place	178,658.55
		This Estimate	0.00
GROUP 5 SEEDING
0143                          L001.01	1,500.00	27.000	40,500.00
SEEDING, TYPE A	ha	27.000	40,500.00
		25.883	38,824.50
		0.000	0.00
0144                          L001.02	1,100.00	4.000	4,400.00
SEEDING, TYPE B	ha	4.000	4,400.00
		3.764	4,140.40
		0.000	0.00
0145                          L020.07	3.60	4,000.000	14,400.00
EROSION CONTROL, TYPE B-1	m2	7,913.600	28,488.96
		7,913.600	28,488.96
		0.000	0.00
0146                          L032.75	100.00	140.000	14,000.00
MULCH	Mg	140.000	14,000.00
		133.410	13,341.00
		0.000	0.00
0147                          0030.50	400.00	1.000	400.00
MOBILIZATION	LS	1.000	400.00
		1.000	400.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	73,700.00
		Current	87,788.96
		In place	85,194.86
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 97+81.00
0148                          0030.60	58,000.00	1.000	58,000.00
MOBILIZATION	LS	1.000	58,000.00
		1.000	58,000.00
		0.000	0.00
0149                          1043.50	4.30	96.000	412.80
RIPRAP FILTER FABRIC	m2	96.000	412.80
		96.000	412.80
		0.000	0.00
0150                          3050.15	190.30	312.900	59,544.87
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	312.900	59,544.87
		312.900	59,544.87
		0.000	0.00
0151                          3051.10	1.36	18,956.000	25,780.16
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	18,956.000	25,780.16
		18,956.001	25,780.16
		0.000	0.00
0152                          6000.10	2,350.00	1.000	2,350.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,350.00
		1.000	2,350.00
		0.000	0.00
0153                          6000.11	2,350.00	1.000	2,350.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,350.00
		1.000	2,350.00
		0.000	0.00
0154                          6005.78	1,050.00	10.000	10,500.00
EXPANSION BEARING, TFE TYPE	EACH	10.000	10,500.00
		10.000	10,500.00
		0.000	0.00
0155                          6005.83	960.00	10.000	9,600.00
FIXED BEARING	EACH	10.000	9,600.00
		10.000	9,600.00
		0.000	0.00
0156                          6010.22	315.30	129.900	40,957.47
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	129.900	40,957.47
		129.900	40,957.47
		0.000	0.00
0157                          6010.26	334.50	383.500	128,280.75
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	383.500	128,280.75
		383.500	128,280.76
		0.000	0.00
0158                          6011.11	168,800.00	1.000	168,800.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	168,800.00
AT STA. 97+81.00		1.000	168,800.00
		0.000	0.00
0159                          6104.00	9.80	107.000	1,048.60
BROKEN CONCRETE RIPRAP	Mg	107.000	1,048.60
		107.000	1,048.60
		0.000	0.00
0160                          6105.02	23.30	733.000	17,078.90
ROCK RIPRAP, TYPE B	Mg	733.000	17,078.90
		636.470	14,829.75
		0.000	0.00
0161                          6131.50	1.34	38,090.000	51,040.60
EPOXY COATED REINFORCING STEEL	kg	38,090.000	51,040.60
		38,090.000	51,040.60
		0.000	0.00
0162                          6139.50	23.80	128.000	3,046.40
SUBSURFACE DRAINAGE MATTING	m2	128.000	3,046.40
		128.000	3,046.40
		0.000	0.00
0163                          6200.00	70.00	1,055.600	73,892.00
CONCRETE PILING	m	1,055.600	73,892.00
		1,009.200	70,644.00
		0.000	0.00
0164                          6310.00	52.60	674.000	35,452.40
STEEL SHEET PILING	m2	674.000	35,452.40
		674.000	35,452.40
		0.000	0.00
0165                          8091.00	40.80	445.000	18,156.00
GRANULAR BACKFILL	m3	445.000	18,156.00
		445.000	18,156.00
		0.000	0.00
0415                          6200.50	42.00	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	46.400	1,948.80
		46.400	1,948.80
		0.000	0.00
0424                          3300.03	-108.71	0.000	0.00
DEDUCTION	LS	1.000	-108.71
		1.000	-108.71
		0.000	0.00
GROUP 6 BRIDGE AT STA. 97+81.00		Contracted	706,290.95
		Current	708,131.04
		In place	702,633.90
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 100+66.358
0197                          0030.60	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0198                          3050.15	190.30	276.200	52,560.86
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	276.200	52,560.86
		276.204	52,561.63
		0.000	0.00
0199                          3051.10	1.36	16,986.000	23,100.96
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	16,986.000	23,100.96
		16,985.999	23,100.96
		0.000	0.00
0200                          6000.10	4,790.00	1.000	4,790.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,790.00
		1.000	4,790.00
		0.000	0.00
0201                          6000.11	4,790.00	1.000	4,790.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,790.00
		1.000	4,790.00
		0.000	0.00
0202                          6010.22	348.20	194.000	67,550.80
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	194.000	67,550.80
		194.000	67,550.81
		0.000	0.00
0203                          6010.26	334.40	303.900	101,624.16
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	303.900	101,624.16
		303.900	101,624.16
		0.000	0.00
0204                          6011.11	193,200.00	1.000	193,200.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	193,200.00
AT STA. 100+66.358		1.000	193,200.00
		0.000	0.00
0205                          6040.00	40,000.00	1.000	40,000.00
REMOVE STRUCTURE	EACH	1.000	40,000.00
AT STA. 100+66.358		1.000	40,000.00
		0.000	0.00
0206                          6080.00	2.65	2,555.000	6,770.75
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	2,555.000	6,770.75
		2,555.000	6,770.75
		0.000	0.00
0207                          6095.00	580.00	8.000	4,640.00
STEEL DIAPHRAGM	EACH	8.000	4,640.00
		8.000	4,640.00
		0.000	0.00
0208                          6131.50	1.65	38,180.000	62,997.00
EPOXY COATED REINFORCING STEEL	kg	38,180.000	62,997.00
		38,180.002	62,997.01
		0.000	0.00
0209                          6210.14	59.00	1,592.800	93,975.20
HP 310 mm X 79 kg STEEL PILING	m	2,145.200	126,566.80
		1,991.000	117,469.00
		0.000	0.00
0210                          8091.00	41.40	520.000	21,528.00
GRANULAR BACKFILL	m3	520.000	21,528.00
		520.000	21,528.00
		0.000	0.00
0407                          6210.14	59.00	0.000	0.00
HP 310 mm X 79 kg STEEL PILING	m	31.300	1,846.70
SPEC. 104.02 Par 3		154.200	9,097.80
		0.000	0.00
0602                          6210.44	118.00	0.000	0.00
HP 310 mm X 79 kg, PILE SPLICE	EACH	60.000	7,080.00
Section 703.05 Par 3		60.000	7,080.00
		0.000	0.00
0603                          6210.34	35.40	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	63.000	2,230.20
Section 703.05 Par 2		63.000	2,230.20
		0.000	0.00
GROUP 6C BRIDGE AT STA. 100+66.358		Contracted	702,527.73
		Current	746,276.23
		In place	744,430.32
		This Estimate	0.00
GROUP 7 GUARDRAIL
0211                          0030.70	250.00	1.000	250.00
MOBILIZATION	LS	1.000	250.00
		1.000	250.00
		0.000	0.00
0212                          7011.20	44.00	259.080	11,399.52
W-BEAM GUARDRAIL	m	259.080	11,399.52
		259.080	11,399.52
		0.000	0.00
0213                          7020.00	1,100.00	4.000	4,400.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,400.00
		4.000	4,400.00
		0.000	0.00
0214                          7021.70	1,500.00	4.000	6,000.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,000.00
		4.000	6,000.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	22,049.52
		Current	22,049.52
		In place	22,049.52
		This Estimate	0.00
GROUP 8B ELECTRICAL
0215                          A001.01	500.00	20.000	10,000.00
PULL BOX, TYPE PB-1	EACH	20.000	10,000.00
		20.000	10,000.00
		0.000	0.00
0216                          A001.12	375.00	7.000	2,625.00
PULL BOX, TYPE PB-5	EACH	7.000	2,625.00
		7.000	2,625.00
		0.000	0.00
0217                          A001.16	475.00	2.000	950.00
PULL BOX, TYPE PB-6	EACH	2.000	950.00
		2.000	950.00
		0.000	0.00
0218                          A006.98	200.00	9.000	1,800.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	9.000	1,800.00
		9.000	1,800.00
		0.000	0.00
0219                          A007.00	230.00	33.000	7,590.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	33.000	7,590.00
		31.000	7,130.00
		0.000	0.00
0220                          A009.16	1,700.00	32.000	54,400.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20	EACH	32.000	54,400.00
		38.000	64,600.00
		0.000	0.00
0221                          A010.59	580.00	4.000	2,320.00
UNDERDECK LUMINAIRE, TYPE UD-200	EACH	4.000	2,320.00
		4.000	2,320.00
		0.000	0.00
0222                          A070.10	11.00	1,590.000	17,490.00
38 mm CONDUIT IN TRENCH	m	1,590.000	17,490.00
		1,248.000	13,728.00
		0.000	0.00
0223                          A072.10	10.50	280.000	2,940.00
38 mm CONDUIT UNDER ROADWAY	m	280.000	2,940.00
		270.000	2,835.00
		0.000	0.00
0224                          A072.14	13.00	189.000	2,457.00
50 mm CONDUIT UNDER ROADWAY	m	189.000	2,457.00
		189.000	2,457.00
		0.000	0.00
0225                          A072.20	20.00	71.000	1,420.00
100 mm CONDUIT UNDER ROADWAY	m	71.000	1,420.00
		99.000	1,980.00
		0.000	0.00
0226                          A080.13	1.95	531.000	1,035.45
STREET LIGHTING CABLE, NO. 4 BARE	m	531.000	1,035.45
		423.000	824.85
		0.000	0.00
0227                          A080.15	2.10	1,062.000	2,230.20
STREET LIGHTING CABLE, NO. 4 USE	m	1,062.000	2,230.20
		846.000	1,776.60
		0.000	0.00
0228                          A080.22	1.65	1,421.000	2,344.65
STREET LIGHTING CABLE, NO. 6 BARE	m	1,421.000	2,344.65
		1,176.000	1,940.40
		0.000	0.00
0229                          A080.24	1.80	2,842.000	5,115.60
STREET LIGHTING CABLE, NO. 6 USE	m	2,842.000	5,115.60
		2,352.000	4,233.60
		0.000	0.00
0230                          A600.00	250.00	15.000	3,750.00
REMOVE LIGHTING UNIT	EACH	15.000	3,750.00
		15.000	3,750.00
		0.000	0.00
0231                          0003.75	14,000.00	1.000	14,000.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	14,000.00
AT US-6 & US-275		1.000	14,000.00
		0.000	0.00
0232                          0030.81	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	136,467.90
		Current	136,467.90
		In place	140,950.45
		This Estimate	0.00
GROUP 8C SIGNING
0233                          0030.82	2,600.00	1.000	2,600.00
MOBILIZATION	LS	1.000	2,600.00
		1.000	2,600.00
		0.000	0.00
0234                          7322.01	174.00	93.150	16,208.10
TYPE B SIGN	m2	93.150	16,208.10
		93.150	16,208.10
		0.000	0.00
0235                          7340.00	3.60	2,889.800	10,403.28
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	2,889.800	10,403.28
		2,889.800	10,403.28
		0.000	0.00
0236                          7360.24	370.00	12.000	4,440.00
600 mm SIGN SUPPORT FOOTING	EACH	12.000	4,440.00
		12.000	4,440.00
		0.000	0.00
0237                          7360.30	500.00	8.000	4,000.00
750 mm SIGN SUPPORT FOOTING	EACH	8.000	4,000.00
		8.000	4,000.00
		0.000	0.00
0429                          7312.10	30,561.25	0.000	0.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	30,561.25
		1.000	30,561.25
		0.000	0.00
0430                          7312.10	30,561.25	0.000	0.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	30,561.25
		1.000	30,561.25
		0.000	0.00
0435                          A010.08	1,921.00	0.000	0.00
LUMINAIRE, TYPE HPS-150	EACH	2.000	3,842.00
		2.000	3,842.00
		0.000	0.00
GROUP 8C SIGNING		Contracted	37,651.38
		Current	102,615.88
		In place	102,615.88
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0238                          0001.08	0.50	125,714.000	62,857.00
BARRICADE, TYPE II	BDAY	125,714.000	62,857.00
		81,509.000	40,754.50
		0.000	0.00
0239                          0001.10	1.50	22,022.000	33,033.00
BARRICADE, TYPE III	BDAY	22,022.000	33,033.00
		27,277.000	40,915.50
		0.000	0.00
0240                          0001.30	0.22	5,422.000	1,192.84
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	5,422.000	1,192.84
		1,653.000	363.66
		0.000	0.00
0241                          0001.90	0.24	55,180.000	13,243.20
SIGN DAY	EACH	55,180.000	13,243.20
		62,316.000	14,955.84
		0.000	0.00
0242                          0002.39	2.35	1,700.000	3,995.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0243                          0002.49	0.75	4,000.000	3,000.00
RAISED PAVEMENT MARKER	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0244                          0003.10	185.00	50.000	9,250.00
FLAGGING	DAY	50.000	9,250.00
		168.500	31,172.50
		0.000	0.00
0245                          0003.51	32.00	1,296.000	41,472.00
INSTALL CONCRETE PROTECTION BARRIER	m	1,296.000	41,472.00
		1,279.790	40,953.28
		0.000	0.00
0246                          0010.04	5,000.00	1.000	5,000.00
FIELD OFFICE	EACH	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0247                          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
0248                          7019.50	6,500.00	9.000	58,500.00
IMPACT ATTENUATOR	EACH	9.000	58,500.00
		7.000	45,500.00
		0.000	0.00
0405                          0002.44	0.97	0.000	0.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	27,458.170	26,634.42
		27,458.170	26,634.43
		0.000	0.00
0406                          0002.30	0.45	0.000	0.00
PAVEMENT MARKING REMOVAL	m	1,700.000	765.00
		18,434.170	8,295.38
		0.000	0.00
0433                          7999.95	3.15	0.000	0.00
GROOVING	m	626.240	1,972.66
		626.240	1,972.66
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	241,543.04
		Current	263,920.12
		In place	261,517.75
		This Estimate	0.00
Totals for contract		Contracted	9,708,314.40
		Current	10,272,418.47
		In place	10,019,263.61
		This Estimate	0.00