Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2519B
Estimate Number:	0031
Pay Period End Date:	04.27.2002

Contract Location:
NORTHWEST CONNECTOR-OMAHA, PHASE 3	Estimate Type:	PROG

Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	07.27.2000
2512 DEER PARK BLVD	Date Awarded:	08.04.2000
PO BOX 9008 STA C	Date Contract Executed:	08.16.2000
	Date Notice to Proceed:	08.16.2000
OMAHA NE 68109	Date Work Began:	09.07.2000
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:

Surety Co:
FIREMAN'S FUND INSURANCE COMPANY

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
21519B 000		0.000			STPC-STPE-5114(3)		GR CP CULV SEED BR ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,079,984.56	$4,065,885.40	$14,099.16
$4,079,930.08	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$4,079,984.56	$4,065,885.40	$14,099.16
$4,022,888.98	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.00%	Net Earnings	$4,054,984.56	$4,040,885.40	$14,099.16
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$-94.69	$-94.69	$.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	-$94.69	-$94.69	$.00
	Payment	$4,054,889.87	$4,040,790.71	$14,099.16
Project Manager			Div. Head/Dist. Eng.
Khalaf, Zahi	04.29.2002		Lech, Marvin (Marv)	04.29.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.29.2002
Controller Div. Processed
Burling, Laurie	04.30.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0098	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	65,303.82	B87132
		HP 310x79 Kg STEEL PILING
		Total for estimate 0002:	65,303.82
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	10,852.05	432785
		EPOXY COATED RE-STEEL
		Total for estimate 0003:	10,852.05
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-12.93	432785
		EPOXY COATED RE-STEEL
		Total for estimate 0004:	-12.93
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,289.06	432785
		EPOXY COATED RE-STEEL
0098	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-14,390.46	B87132
		HP 310x79 Kg STEEL PILING
		Total for estimate 0005:	-15,679.52
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,289.06	432785
		EPOXY COATED RE-STEEL
0098	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-14,390.46	B87132
		HP 310x79 Kg STEEL PILING
		Total for estimate 0006:	-15,679.52
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Initial Payment	13,324.84	436739
		RE-STEEL FOR BOX CULVERT
		S.P. Adjustment	-3,666.42	436739
		RE-STEEL FOR BOX CULVERT
		S.P. Initial Payment	16,188.21	436984
		RE-STEEL FOR BOX CULVERT
		S.P. Initial Payment	9,329.28	437181
		RE-STEEL FOR BOX CULVERT
0086	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	11,493.90	434500
		EPOXY COATED STEEL FOR PVMT APPROACH
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,289.06	432785
		EPOXY COATED RE-STEEL
0098	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-25,981.56	B87132
		HP 310x79 Kg STEEL PILING
		Total for estimate 0007:	19,399.19
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Adjustment	-6,121.47	436739
		RE-STEEL FOR BOX CULVERT
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,289.06	432785
		EPOXY COATED RE-STEEL
		Total for estimate 0008:	-7,410.53
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Adjustment	-3,536.95	436739
		RE-STEEL FOR BOX CULVERT
		S.P. Adjustment	-2,584.53	436984
		RE-STEEL FOR BOX CULVERT
		Total for estimate 0009:	-6,121.48
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Adjustment	-2,094.33	436984
		RE-STEEL FOR BOX CULVERT
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,112.93	432785
		EPOXY COATED RE-STEEL
		Total for estimate 0010:	-3,207.26
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Adjustment	-11,509.35	436984
		RE-STEEL FOR BOX CULVERT
		S.P. Adjustment	-2,302.71	437181
		RE-STEEL FOR BOX CULVERT
0099	6401.00	PEDESTRIAN BARRIER RAIL
		S.P. Initial Payment	8,157.60	22975-2
		PEDESTRIAN BARRIER RAIL
		Total for estimate 0011:	-5,654.46
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0076	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Adjustment	-7,026.57	437181
		RE-STEEL FOR BOX CULVERT
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	11,970.20	446607
		EPOXY COATED RE-STEEL
		Total for estimate 0012:	4,943.63
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	23,131.35	447461
		EPOXY COATED RE-STEEL
		Total for estimate 0013:	23,131.35
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0086	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-8,532.54	434500
		EPOXY COATED STEEL FOR PVMT APPROACH
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,569.95	432785
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-11,970.20	446607
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-20,077.75	447461
		EPOXY COATED RE-STEEL
		Total for estimate 0016:	-45,150.44
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0086	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-810.00	434500
		EPOXY COATED STEEL FOR PVMT APPROACH
		Total for estimate 0018:	-810.00
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0086	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-810.00	434500
		EPOXY COATED STEEL FOR PVMT APPROACH
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,650.00	447461
		EPOXY COATED RE-STEEL
		Total for estimate 0019:	-2,460.00
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,403.60	447461
		EPOXY COATED RE-STEEL
		Total for estimate 0020:	-1,403.60
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0086	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-152.82	434500
		EPOXY COATED STEEL FOR PVMT APPROACH
0099	6401.00	PEDESTRIAN BARRIER RAIL
		S.P. Adjustment	-6,120.00	22975-2
		PEDESTRIAN BARRIER RAIL
		Total for estimate 0021:	-6,272.82
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0098	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Closure	-10,541.34	B87132
		HP 310x79 Kg STEEL PILING
		Total for estimate 0022:	-10,541.34
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0099	6401.00	PEDESTRIAN BARRIER RAIL
		S.P. Adjustment	-2,037.60	22975-2
		PEDESTRIAN BARRIER RAIL
		Total for estimate 0023:	-2,037.60
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0086	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Closure	-1,188.54	434500
		EPOXY COATED STEEL FOR PVMT APPROACH
		Total for estimate 0024:	-1,188.54
		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
CONCTERTE PAVEMENT
4002 3075.41	44.17	0.000	0.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	275.000	12,146.75
CONCRETE PAVEMENT PATCHING		275.000	12,146.75
		0.000	0.00

CONCTERTE PAVEMENT		Contracted	0.00
		Current	12,146.75
		In place	12,146.75
		This Estimate	0.00

GROUP 1 GRADING
0001 L022.11	9.82	12.000	117.84
FABRIC SILT FENCE-LOW POROSITY	m	12.000	117.84
		224.200	2,201.64
		0.000	0.00

0002 L022.12	9.82	19.200	188.54
FABRIC SILT FENCE-HIGH POROSITY	m	19.200	188.54
		0.000	0.00
		0.000	0.00

0003 0030.10	3,930.00	1.000	3,930.00
MOBILIZATION	LS	1.000	3,930.00
		1.000	3,930.00
		0.000	0.00

0004 1009.00	10,341.00	1.000	10,341.00
GENERAL CLEARING AND GRUBBING	LS	1.000	10,341.00
		1.000	10,341.00
		0.000	0.00

0005 1011.00	0.52	1,174.000	610.48
WATER	kL	1,174.000	610.48
		0.000	0.00
		0.000	0.00

0006 1030.00	5.63	16,775.000	94,443.25
EARTHWORK MEASURED IN EMBANKMENT	m3	16,775.000	94,443.25
		16,775.000	94,443.25
		0.000	0.00

0007 1101.00	3.44	6,161.000	21,193.84
REMOVE PAVEMENT	m2	6,161.000	21,193.84
		6,487.240	22,316.11
		0.000	0.00

0008 1101.25	8.20	134.500	1,102.90
SAWING PAVEMENT	m	134.500	1,102.90
		131.500	1,078.30
		0.000	0.00

0009 1106.00	4.14	138.000	571.32
REMOVE DRIVEWAY	m2	138.000	571.32
		130.920	542.01
		0.000	0.00

0010 1107.00	5.17	25.000	129.25
REMOVE WALK	m2	25.000	129.25
		121.970	630.59
		0.000	0.00

0011 1108.00	16.00	6.000	96.00
REMOVE COMBINATION CURB AND GUTTER	m	6.000	96.00
		0.000	0.00
		0.000	0.00

0012 7017.00	4.14	122.000	505.08
REMOVE GUARDRAIL	m	122.000	505.08
		126.400	523.30
		0.000	0.00

0013 9110.01	93.00	5.000	465.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	5.000	465.00
		32.000	2,976.00
		0.000	0.00

0014 9110.03	57.00	5.000	285.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	5.000	285.00
		21.000	1,197.00
		0.000	0.00

0015 9110.07	72.00	5.000	360.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	5.000	360.00
		13.750	990.00
		0.000	0.00

GROUP 1 GRADING		Contracted	134,339.50
		Current	134,339.50
		In place	141,169.20
		This Estimate	0.00

GROUP 3 CONCRETE PAVEMENT
0016 W600.03	94.00	1.000	94.00
ADJUST VALVE BOX TO GRADE	EACH	1.000	94.00
		2.000	188.00
		0.000	0.00

0017 0002.75	0.41	1,305.000	535.05
PERMANENT PAVEMENT MARKING	m	1,305.000	535.05
		2,736.120	1,121.81
		0.000	0.00

0018 0030.30	126,209.00	1.000	126,209.00
MOBILIZATION	LS	1.000	126,209.00
		1.000	126,209.00
		0.000	0.00

0019 2010.03	17.68	50.000	884.00
CRUSHED ROCK SURFACE COURSE	Mg	50.000	884.00
		69.240	1,224.16
		0.000	0.00

0020 3008.05	4.67	71.000	331.57
TIE BARS	EACH	71.000	331.57
		140.000	653.80
		0.000	0.00

0021 3014.12	33.50	19.900	666.65
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	19.900	666.65
		0.000	0.00
		0.000	0.00

0022 3016.21	19.42	3,410.000	66,222.20
CONCRETE CLASS 47B-20 SIDEWALKS	m2	3,410.000	66,222.20
		3,490.740	67,790.17
		0.000	0.00

0023 3016.62	21.96	5,102.000	112,039.92
155 mm CONCRETE CLASS 47B-20 BIKEWAY	m2	2,843.640	62,446.33
		2,870.520	63,036.61
		0.000	0.00

0024 3017.19	53.03	1,015.000	53,825.45
CONCRETE CLASS 47B-20 IMPRINTED SURFACING	m2	586.820	31,119.06
100 mm		570.890	30,274.29
		0.000	0.00

0025 3017.40	33.08	1,763.000	58,320.04
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	1,763.000	58,320.04
		1,765.220	58,393.49
		0.000	0.00

0026 3017.44	57.35	342.000	19,613.70
CONCRETE CLASS 47B-20 IMPRINTED MEDIAN SURFACING	m2	342.000	19,613.70
100 mm		336.860	19,318.92
		0.000	0.00

0027 3020.26	25.26	343.000	8,664.18
CONCRETE CLASS 47B-25 DRIVEWAY	m2	343.000	8,664.18
		373.860	9,443.71
		0.000	0.00

0028 3075.31	24.08	9,612.000	231,456.96
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	9,612.000	231,456.96
		9,532.540	229,543.57
		0.000	0.00

0029 3075.41	24.83	30,184.000	749,468.72
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	30,184.000	749,468.72
		30,188.200	749,572.99
		0.000	0.00

0030 4003.00	1.99	2,118.000	4,214.82
CAST IRON COVER, FRAME, AND FLANGE	kg	2,118.000	4,214.82
		229.000	455.71
		0.000	0.00

0031 4005.00	1.57	946.000	1,485.22
CAST IRON RING AND COVER	kg	946.000	1,485.22
		0.000	0.00
		0.000	0.00

0032 4015.00	125.31	20.000	2,506.20
ADJUST MANHOLE TO GRADE	EACH	20.000	2,506.20
		10.000	1,253.10
		0.000	0.00

0033 7502.14	7.86	1,322.000	10,390.92
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	1,322.000	10,390.92
		1,207.380	9,490.01
		0.000	0.00

0034 9111.00	1.36	708.000	962.88
WATER	kL	708.000	962.88
		293.000	398.48
		0.000	0.00

0035 9170.00	413.65	54.400	22,502.56
EARTH SHOULDER CONSTRUCTION	StaM	54.400	22,502.56
		54.400	22,502.57
		0.000	0.00

0036 9170.50	339.19	18.100	6,139.34
MEDIAN CONSTRUCTION	StaM	18.100	6,139.34
		18.100	6,139.34
		0.000	0.00

0037 9173.20	1.53	40,139.000	61,412.67
SUBGRADE PREPARATION	m2	40,139.000	61,412.67
		40,094.600	61,344.72
		0.000	0.00

4005 3016.62	23.79	0.000	0.00
155 mm CONCRETE CLASS 47B-20 BIKEWAY	m2	2,317.960	55,144.27
155 mm CONCRETE CLASS 47B-20 BIKEWAY		2,317.960	55,144.27
		0.000	0.00

4006 1030.00	8.21	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	2,594.000	21,296.74
EARTHWORK MEASURED IN EMBANKMENT, BIKE PATH		2,594.000	21,296.74
		0.000	0.00

4007 4450.12	60.90	0.000	0.00
300 mm REINFORCED CONCRETE PIPE	m	15.100	919.59
300 mm REINFORCED CONCRETE PIPE		15.100	919.59
		0.000	0.00

4008 4460.12	267.80	0.000	0.00
300 mm CONCRETE FLARED END SECTION	EACH	6.000	1,606.80
300 mm CONCRETE FLARED END SECTION		6.000	1,606.80
		0.000	0.00

4009 L010.00	4.21	0.000	0.00
SODDING	m2	2,614.310	11,006.25
SODDING		2,635.140	11,093.94
		0.000	0.00

4013 4763.25	3,023.70	0.000	0.00
UNDERDRAIN OUTLET STRUCTURE	EACH	1.000	3,023.70
PIPE UNDERDRAIN SYSTEM		1.000	3,023.70
		1.000	3,023.70

4015 A110.02	8,535.42	0.000	0.00
REPAIR	LS	1.000	8,535.42
CONCRETE PAVEMENT REPAIR		1.000	8,535.42
		0.000	0.00

4016 3008.20	1,605.64	0.000	0.00
CROSS STITCHING	EACH	1.000	1,605.64
CROSS STITCHING		1.000	1,605.64
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	1,537,946.05
		Current	1,568,784.48
		In place	1,561,580.55
		This Estimate	3,023.70

GROUP 4 CULVERTS
0038 0030.40	2,607.00	1.000	2,607.00
MOBILIZATION	LS	1.000	2,607.00
		1.000	2,607.00
		0.000	0.00

0039 1043.50	2.68	24.000	64.32
RIPRAP FILTER FABRIC	m2	24.000	64.32
		0.000	0.00
		0.000	0.00

0040 1119.00	227.00	6.000	1,362.00
REMOVE INLET	EACH	6.000	1,362.00
		3.000	681.00
		0.000	0.00

0041 1136.01	603.00	1.000	603.00
REMOVE	EACH	1.000	603.00
SIPHON INLET STRUCTURE		1.000	603.00
		0.000	0.00

0042 1136.02	1,131.00	1.000	1,131.00
REMOVE	EACH	1.000	1,131.00
PIPE SIPHON		1.000	1,131.00
		0.000	0.00

0043 4002.00	0.01	3,762.000	37.62
CAST IRON COVER AND FRAME	kg	3,762.000	37.62
		3,819.000	38.19
		0.000	0.00

0044 4005.00	1.57	1,092.000	1,714.44
CAST IRON RING AND COVER	kg	1,092.000	1,714.44
		468.000	734.76
		0.000	0.00

0045 4015.50	382.00	3.000	1,146.00
RECONSTRUCT MANHOLE	EACH	3.000	1,146.00
		12.000	4,584.00
		0.000	0.00

0046 4016.00	2,181.00	1.000	2,181.00
MANHOLE	EACH	1.000	2,181.00
AT STA. 16+46.4-11 m LT.		0.000	0.00
		0.000	0.00

0047 4016.01	1,538.00	1.000	1,538.00
MANHOLE	EACH	1.000	1,538.00
AT STA. 44+13.9-13.5 m LT.		1.000	1,538.00
		0.000	0.00

0048 4017.00	186.00	4.000	744.00
TAPPING EXISTING MANHOLE	EACH	4.000	744.00
		3.000	558.00
		0.000	0.00

0049 4018.50	228.00	1.000	228.00
TAPPING EXISTING PIPE	EACH	1.000	228.00
		3.000	684.00
		0.000	0.00

0050 4035.00	39.00	2.000	78.00
REMOVE FLARED-END SECTION	EACH	2.000	78.00
		2.000	78.00
		0.000	0.00

0051 4040.00	40.00	2.000	80.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	80.00
		0.000	0.00
		0.000	0.00

0052 4043.50	21.13	15.200	321.18
REMOVE SEWER PIPE	m	15.200	321.18
		71.300	1,506.57
		0.000	0.00

0053 4049.75	977.00	1.000	977.00
OUTLET STRUCTURE	EACH	1.000	977.00
		1.000	977.00
		0.000	0.00

0054 4050.01	1.32	1,593.000	2,102.76
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,593.000	2,102.76
		1,593.000	2,102.76
		0.000	0.00

0055 4093.80	55.66	173.000	9,629.18
WALL MATERIALS	m2	173.000	9,629.18
		173.000	9,629.18
		0.000	0.00

0056 4095.10	16.46	51.200	842.75
CONCRETE LEVELING PADS	m	51.200	842.75
		51.200	842.75
		0.000	0.00

0057 4105.59	485.81	224.610	109,117.78
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	224.610	109,117.78
		224.160	108,899.15
		0.000	0.00

0058 4107.07	2,371.80	0.410	972.44
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.410	972.44
		1.230	2,917.31
		0.000	0.00

0059 4155.50	0.72	9,083.000	6,539.76
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	9,083.000	6,539.76
		9,096.000	6,549.12
		0.000	0.00

0060 4157.00	0.72	20.000	14.40
REINFORCING STEEL FOR COLLARS	kg	20.000	14.40
		80.000	57.60
		0.000	0.00

0061 4448.10	13,196.00	1.000	13,196.00
SIPHON INLET STRUCTURE	EACH	1.000	13,196.00
		1.000	13,196.00
		0.000	0.00

0062 4460.18	298.00	6.000	1,788.00
450 mm CONCRETE FLARED-END SECTION	EACH	6.000	1,788.00
		8.000	2,384.00
		0.000	0.00

0063 4600.15	56.78	384.900	21,854.62
375 mm REINFORCED CONCRETE SEWER PIPE	m	384.900	21,854.62
		320.300	18,186.63
		0.000	0.00

0064 4600.18	68.62	1,202.800	82,536.14
450 mm REINFORCED CONCRETE SEWER PIPE	m	1,202.800	82,536.14
		1,199.810	82,330.96
		0.000	0.00

0065 4600.24	87.25	428.200	37,360.45
600 mm REINFORCED CONCRETE SEWER PIPE	m	428.200	37,360.45
		489.300	42,691.44
		0.000	0.00

0066 4600.30	108.41	121.600	13,182.66
750 mm REINFORCED CONCRETE SEWER PIPE	m	121.600	13,182.66
		121.600	13,182.66
		0.000	0.00

0067 4762.08	272.64	33.500	9,133.44
200 mm DUCTILE IRON SEWER PIPE	m	33.500	9,133.44
		33.500	9,133.44
		0.000	0.00

0068 4762.10	330.88	33.500	11,084.48
250 mm DUCTILE IRON SEWER PIPE	m	33.500	11,084.48
		33.500	11,084.48
		0.000	0.00

0069 4762.16	585.99	33.500	19,630.67
400 mm DUCTILE IRON SEWER PIPE	m	33.500	19,630.67
		33.500	19,630.67
		0.000	0.00

0070 6105.02	22.71	17.000	386.07
ROCK RIPRAP, TYPE B	Mg	17.000	386.07
		17.000	386.07
		0.000	0.00

0071 8024.50	19.98	296.000	5,914.08
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE	m3	296.000	5,914.08
		296.000	5,914.08
		0.000	0.00

4014 4049.75	6,711.85	0.000	0.00
OUTLET STRUCTURE	EACH	1.000	6,711.85
OUTLET STRUCTURE REPAIR		1.000	6,711.85
		1.000	6,711.85

GROUP 4 CULVERTS		Contracted	360,098.23
		Current	366,810.08
		In place	371,550.67
		This Estimate	6,711.85

GROUP 4A CULVERT AT STA. 45+00.819
0072 0030.40	52,708.00	1.000	52,708.00
MOBILIZATION	LS	1.000	52,708.00
		1.000	52,708.00
		0.000	0.00

0073 2015.00	18.15	780.000	14,157.00
CRUSHED ROCK BEDDING	Mg	780.000	14,157.00
		2,851.620	51,756.90
		0.000	0.00

0074 4051.01	4.80	9,306.000	44,668.80
EXCAVATION FOR BOX CULVERTS	m3	9,306.000	44,668.80
		9,306.000	44,668.80
		0.000	0.00

0075 4101.06	257.61	1,603.790	413,152.34
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,603.790	413,152.34
		1,603.790	413,152.35
		0.000	0.00

0076 4151.00	1.10	104,511.000	114,962.10
REINFORCING STEEL FOR BOX CULVERT	kg	104,511.000	114,962.10
		104,511.000	114,962.09
		0.000	0.00

0077 6105.03	22.62	1,170.000	26,465.40
ROCK RIPRAP, TYPE C	Mg	1,170.000	26,465.40
		712.750	16,122.40
		0.000	0.00

GROUP 4A CULVERT AT STA. 45+00.819		Contracted	666,113.64
		Current	666,113.64
		In place	693,370.54
		This Estimate	0.00

GROUP 5 SEEDING
0078 L001.02	1,913.00	1.371	2,622.72
SEEDING, TYPE B	ha	1.371	2,622.72
		6.601	12,627.72
		0.000	0.00

0079 L010.00	4.21	4,900.000	20,629.00
SODDING	m2	4,900.000	20,629.00
		5,160.270	21,724.74
		0.000	0.00

0080 L010.12	1.71	55,842.000	95,489.82
BUFFALO GRASS SODDING	PLUG	0.000	0.00
		0.000	0.00
		0.000	0.00

0081 L032.75	72.00	7.000	504.00
MULCH	Mg	7.000	504.00
		38.490	2,771.28
		0.000	0.00

0082 0030.50	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00

4003 L010.12	1.66	0.000	0.00
BUFFALO GRASS SODDING	PLUG	16,542.000	27,459.72
BUFFALO GRASS WITHOUT BASIMID FUMIGANT		16,542.000	27,459.72
		0.000	0.00

4004 L010.12	1.66	0.000	0.00
BUFFALO GRASS SODDING	PLUG	39,300.000	65,238.00
BUFFALO GRASS WITHOUT BASIMID FUMIGANT		39,300.000	65,238.00
		0.000	0.00

GROUP 5 SEEDING		Contracted	119,246.54
		Current	116,454.44
		In place	129,822.46
		This Estimate	0.00

GROUP 6 BRIDGE AT STA. 43+40
0083 0030.60	95,460.00	1.000	95,460.00
MOBILIZATION	LS	1.000	95,460.00
		1.000	95,460.00
		0.000	0.00

0084 1043.50	1.27	1,470.000	1,866.90
RIPRAP FILTER FABRIC	m2	1,470.000	1,866.90
		2,200.000	2,794.00
		0.000	0.00

0085 3050.15	163.94	650.300	106,610.18
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	650.300	106,610.18
		357.000	58,526.58
		0.000	0.00

0086 3051.10	1.22	21,285.000	25,967.70
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	21,285.000	25,967.70
		21,285.000	25,967.70
		0.000	0.00

0087 6000.10	2,650.00	1.000	2,650.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,650.00
		1.000	2,650.00
		0.000	0.00

0088 6000.11	2,650.00	1.000	2,650.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,650.00
		1.000	2,650.00
		0.000	0.00

0089 6001.00	16,921.00	1.000	16,921.00
BENT NO.1 EXCAVATION	LS	1.000	16,921.00
		1.000	16,921.00
		0.000	0.00

0090 6001.01	16,922.00	1.000	16,922.00
BENT NO.2 EXCAVATION	LS	1.000	16,922.00
		1.000	16,922.00
		0.000	0.00

0091 6010.22	267.15	510.500	136,380.07
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	510.500	136,380.07
		510.500	136,380.06
		0.000	0.00

0092 6010.26	297.24	654.600	194,573.30
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	654.600	194,573.30
		654.600	194,573.31
		0.000	0.00

0093 6080.00	4.68	734.000	3,435.12
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	734.000	3,435.12
		734.000	3,435.12
		0.000	0.00

0094 6105.02	20.15	1,518.000	30,587.70
ROCK RIPRAP, TYPE B	Mg	1,518.000	30,587.70
		1,713.800	34,533.06
		0.000	0.00

0095 6131.50	1.22	85,819.000	104,699.18
EPOXY COATED REINFORCING STEEL	kg	85,819.000	104,699.18
		85,819.000	104,699.20
		0.000	0.00

0096 6139.50	14.12	141.000	1,990.92
SUBSURFACE DRAINAGE MATTING	m2	141.000	1,990.92
		141.000	1,990.92
		0.000	0.00

0097 6210.12	52.79	1,476.800	77,960.27
HP 250 mm X 62 kg STEEL PILING	m	1,476.800	77,960.27
		1,738.900	91,796.53
		0.000	0.00

0098 6210.14	63.49	1,496.000	94,981.04
HP 310 mm X 79 kg STEEL PILING	m	1,496.000	94,981.04
		1,252.000	79,489.48
		0.000	0.00

0099 6401.00	84.50	113.300	9,573.85
PEDESTRIAN BARRIER RAIL	m	113.300	9,573.85
		113.300	9,573.85
		0.000	0.00

0100 6404.00	166.34	113.700	18,912.86
PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	113.700	18,912.86
		113.700	18,912.86
		0.000	0.00

0101 6601.15	15.51	75.800	1,175.66
38 mm CONDUIT IN BRIDGE	m	75.800	1,175.66
		75.800	1,175.66
		0.000	0.00

0102 7020.00	1,676.00	2.000	3,352.00
BRIDGE APPROACH SECTIONS	EACH	2.000	3,352.00
		2.000	3,352.00
		0.000	0.00

0103 7024.50	2,511.00	2.000	5,022.00
GUARDRAIL END TREATMENT	EACH	2.000	5,022.00
TYPE BEST		2.000	5,022.00
		0.000	0.00

0104 8091.00	16.25	180.000	2,925.00
GRANULAR BACKFILL	m3	180.000	2,925.00
		180.000	2,925.00
		0.000	0.00

4010 7011.20	88.71	0.000	0.00
W-BEAM GUARDRAIL	m	7.620	675.97
NESTED W-BEAM GUARDRAIL		7.620	675.97
		7.620	675.97

4011 7025.48	612.15	0.000	0.00
GUARDRAIL POSTS	EACH	1.000	612.15
GUARDRAIL POSTS		1.000	612.15
		1.000	612.15

4012 4976.05	3,075.49	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,075.49
METAL BOND BREAKER		1.000	3,075.49
		1.000	3,075.49

6001 6210.32	31.67	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	19.000	601.73
HP 250X62 PAY CUT-OFF		29.100	921.60
		0.000	0.00

6002 6960.03	750.00	0.000	0.00
ADDITIONAL SOIL-SETUP FACTOR	EACH	2.000	1,500.00
ADDITIONAL RE-TAP FOR A SOIL-SETUP FACTOR		2.000	1,500.00
		0.000	0.00

GROUP 6 BRIDGE AT STA. 43+40		Contracted	954,616.76
		Current	961,082.10
		In place	916,535.54
		This Estimate	4,363.61

GROUP 8B ELECTRICAL
0105 A001.01	465.00	4.000	1,860.00
PULL BOX, TYPE PB-1	EACH	4.000	1,860.00
		5.000	2,325.00
		0.000	0.00

0106 A001.02	434.33	45.000	19,544.85
PULL BOX, TYPE PB-1A	EACH	45.000	19,544.85
		47.000	20,413.51
		0.000	0.00

0107 A001.05	776.00	2.000	1,552.00
PULL BOX, TYPE PB-2	EACH	2.000	1,552.00
		0.000	0.00
		0.000	0.00

0108 A002.42	5,688.00	1.000	5,688.00
EMERGENCY VEHICLE PREEMPTION SYSTEM	EACH	1.000	5,688.00
AT NW CONNECTOR & WENNINGHOFF ROAD		1.000	5,688.00
		0.000	0.00

0109 A002.43	5,791.00	1.000	5,791.00
EMERGENCY VEHICLE PREEMPTION SYSTEM	EACH	1.000	5,791.00
AT NW CONNECTOR & 78th STREET		1.000	5,791.00
		0.000	0.00

0110 A002.44	1,034.00	1.000	1,034.00
EMERGENCY VEHICLE PREEMPTION SYSTEM	EACH	1.000	1,034.00
AT NW CONNECTOR & 72nd STREET		1.000	1,034.00
		0.000	0.00

0111 A004.00	858.32	22.000	18,883.04
TRAFFIC SIGNAL, TYPE TS-1	EACH	22.000	18,883.04
		22.000	18,883.04
		0.000	0.00

0112 A004.04	1,262.00	3.000	3,786.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	3.000	3,786.00
		3.000	3,786.00
		0.000	0.00

0113 A004.10	807.00	8.000	6,456.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	8.000	6,456.00
		8.000	6,456.00
		0.000	0.00

0114 A004.28	1,241.00	1.000	1,241.00
TRAFFIC SIGNAL, TYPE TS-1RR	EACH	1.000	1,241.00
		1.000	1,241.00
		0.000	0.00

0115 A005.25	7,446.00	2.000	14,892.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	2.000	14,892.00
		2.000	14,892.00
		0.000	0.00

0116 A006.15	775.59	12.000	9,307.08
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	12.000	9,307.08
		20.000	15,511.80
		0.000	0.00

0117 A006.70	98.24	16.000	1,571.84
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	16.000	1,571.84
		13.000	1,277.12
		0.000	0.00

0118 A007.15	206.82	57.000	11,788.74
VEHICLE DETECTOR, TYPE TD-5	EACH	57.000	11,788.74
		59.000	12,202.38
		0.000	0.00

0119 A007.19	259.00	3.000	777.00
VEHICLE DETECTOR, TYPE TD-5B	EACH	3.000	777.00
		3.000	777.00
		0.000	0.00

0120 A007.22	295.00	1.000	295.00
VEHICLE DETECTOR, TYPE TD-5C	EACH	1.000	295.00
		0.000	0.00
		0.000	0.00

0121 A012.05	7,983.00	5.000	39,915.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7	EACH	5.000	39,915.00
		5.000	39,915.00
		0.000	0.00

0122 A012.60	8,118.00	3.000	24,354.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-15.5-3.7	EACH	3.000	24,354.00
		3.000	24,354.00
		0.000	0.00

0123 A012.90	8,718.00	1.000	8,718.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-18.5-3.7	EACH	1.000	8,718.00
		1.000	8,718.00
		0.000	0.00

0124 A014.55	517.00	2.000	1,034.00
POLE	EACH	2.000	1,034.00
75 mm GALVANIZED STEEL WITH CAP		2.000	1,034.00
		0.000	0.00

0125 A030.04	2,947.00	2.000	5,894.00
SERVICE DISCONNECT PEDESTAL	EACH	2.000	5,894.00
		2.000	5,894.00
		0.000	0.00

0126 A065.70	8.48	238.900	2,025.87
50 mm PVC CONDUIT IN TRENCH	m	238.900	2,025.87
		236.020	2,001.45
		0.000	0.00

0127 A065.71	10.86	1,984.950	21,556.56
75 mm PVC CONDUIT IN TRENCH	m	1,984.950	21,556.56
		1,899.570	20,629.33
		0.000	0.00

0128 A065.78	15.51	34.800	539.75
75 mm PVC CONDUIT UNDER ROADWAY	m	34.800	539.75
		29.100	451.34
		0.000	0.00

0129 A077.26	6.72	298.150	2,003.57
16/C #14 AWG TRAFFIC SIGNAL CABLE	m	298.150	2,003.57
		290.850	1,954.51
		0.000	0.00

0130 A078.12	1.24	331.500	411.06
2/C #16 AWG PEDESTRIAN PUSHBUTTON LEAD-IN CABLE	m	331.500	411.06
		354.650	439.76
		0.000	0.00

0131 A079.01	1.45	942.150	1,366.12
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	942.150	1,366.12
		953.050	1,381.92
		0.000	0.00

0132 A079.50	1.24	195.450	242.36
GROUNDING CONDUCTOR	m	195.450	242.36
		208.650	258.72
		0.000	0.00

0133 A079.55	2.59	132.000	341.88
SERVICE CABLE	m	132.000	341.88
		304.110	787.65
		0.000	0.00

0134 A081.00	3.00	2,437.100	7,311.30
6 PAIR COMMUNICATION CABLE	m	2,437.100	7,311.30
		1,908.520	5,725.56
		0.000	0.00

0135 A610.00	1,034.00	1.000	1,034.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,034.00
AT NW CONNECTOR & 72nd STREET		0.000	0.00
		0.000	0.00

0136 0030.81	4,343.00	1.000	4,343.00
MOBILIZATION	LS	1.000	4,343.00
		1.000	4,343.00
		0.000	0.00

0137 7315.90	1,550.00	1.000	1,550.00
INSTALL OVERHEAD SIGNS	LS	1.000	1,550.00
		1.000	1,550.00
		0.000	0.00

0138 7320.20	3,413.00	1.000	3,413.00
INSTALL TRAFFIC SIGN AND POST	LS	1.000	3,413.00
		1.000	3,413.00
		0.000	0.00

0139 7320.50	413.65	13.000	5,377.45
STREET NAME SIGN	EACH	13.000	5,377.45
		0.000	0.00
		0.000	0.00

4001 A079.55	5.06	0.000	0.00
SERVICE CABLE	m	150.000	759.00
STREET LIGHTING CABLE 3/C		8.050	40.73
		0.000	0.00

4017 A010.76	613.59	0.000	0.00
LUMINAIRE ARM	EACH	1.000	613.59
LUMINAIRE ARM		0.000	0.00
		0.000	0.00

4018 6600.03	30.32	0.000	0.00
75 mm CONDUIT IN BRIDGE	m	75.800	2,298.26
75 mm CONDUIT IN BRIDGE		75.800	2,298.26
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	235,898.46
		Current	239,569.31
		In place	235,468.08
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0140 0001.08	0.50	540.000	270.00
BARRICADE, TYPE II	BDAY	540.000	270.00
		10,660.000	5,330.00
		0.000	0.00

0141 0001.10	0.52	23,902.000	12,429.04
BARRICADE, TYPE III	BDAY	23,902.000	12,429.04
		20,699.000	10,763.48
		0.000	0.00

0142 0001.90	0.10	7,293.000	729.30
SIGN DAY	EACH	7,293.000	729.30
		8,721.000	872.10
		0.000	0.00

0143 0002.97	12.41	45.000	558.45
FLASHING ARROW PANEL	DAY	45.000	558.45
		59.000	732.19
		0.000	0.00

0144 0010.04	642.00	1.000	642.00
FIELD OFFICE	EACH	1.000	642.00
		1.000	642.00
		0.000	0.00

0145 0030.00	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	14,629.79
		Current	14,629.79
		In place	18,340.77
		This Estimate	0.00

Totals for contract		Contracted	4,022,888.98
		Current	4,079,930.10
		In place	4,079,984.56
		This Estimate	14,099.16