Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2795X
Estimate Number:	0016
Pay Period End Date:	09.28.2002

Contract Location:
US-275/BIG PAPIO, NEAR JCT. N-85, OMAHA	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	03.29.2001
2512 DEER PARK BLVD	Date Awarded:	04.06.2001
PO BOX 9008 STA C	Date Contract Executed:	04.24.2001
	Date Notice to Proceed:	04.24.2001
OMAHA NE 68109	Date Work Began:	07.30.2001
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
21795 000		0.000			EACNH-275-7(178)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,204,007.08	$1,180,985.87	$23,021.21
$1,125,266.04	Stockpiled Materials	$1,184.99	$1,184.99	$.00
Original Contract Amt	Gross Earnings	$1,205,192.07	$1,182,170.86	$23,021.21
$1,122,913.17	Retainage	$-12,040.07	$-11,809.86	$-230.21
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
107.00%	Net Earnings	$1,193,152.00	$1,170,361.00	$22,791.00
	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	$.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	$.00	$.00	$.00
	Payment	$1,193,152.00	$1,170,361.00	$22,791.00
Project Manager			Div. Head/Dist. Eng.
Gjersvik, John	10.01.2002		Lech, Marvin (Marv)	10.02.2002
Constr. Estimate Eng.			Materials Eng.
Henrichson, Roger	10.03.2002
Controller Div. Processed
Burling, Laurie	10.03.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	12,832.69	1978
		Reinforcing Steel
		S.P. Adjustment	-898.99	1978
		Reinforcing Steel
		S.P. Initial Payment	7,067.90	1972
		Reinforcing Steel
		S.P. Adjustment	-898.99	1972
		Reinforcing Steel
		Total for estimate 0003:	18,102.61
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	6,168.92	1972
		Reinforcing Steel
		S.P. Closure	-6,168.91	1972
		Reinforcing Steel
0051	7019.50	IMPACT ATTENUATOR
		S.P. Initial Payment	17,200.00	20139
		Impact Attenuator
		Total for estimate 0004:	17,200.01
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0035	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Initial Payment	4,029.00	690713
		Precompressed Poly Foam Joint
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-908.48	1978
		Reinforcing Steel
		Total for estimate 0005:	3,120.52
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-10,712.06	1978
		Reinforcing Steel
		Total for estimate 0006:	-10,712.06
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0035	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-1,659.00	690713
		Precompressed Poly Foam Joint
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-313.16	1978
		Reinforcing Steel
		S.P. Adjustment	-975.89	1972
		Reinforcing Steel
0051	7019.50	IMPACT ATTENUATOR
		S.P. Adjustment	-8,600.00	20139
		Impact Attenuator
		Total for estimate 0007:	-11,548.05
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-982.00	1972
		Reinforcing Steel
		S.P. Initial Payment	11,914.59	2586
		Reinforcing Steel
		Total for estimate 0009:	10,932.59
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-412.30	1972
		Reinforcing Steel
		Total for estimate 0010:	-412.30
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-558.56	1972
		Reinforcing Steel
		Total for estimate 0011:	-558.56
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,240.17	1972
		Reinforcing Steel
		S.P. Adjustment	-8,984.80	2586
		Reinforcing Steel
		Total for estimate 0012:	-12,224.97
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,223.11	2586
		Reinforcing Steel
		Total for estimate 0013:	-1,223.11
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0035	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-1,185.00	690713
		Precompressed Poly Foam Joint
0044	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,706.69	2586
		Reinforcing Steel
0051	7019.50	IMPACT ATTENUATOR
		S.P. Adjustment	-8,600.00	20139
		Impact Attenuator
		Total for estimate 0014:	-11,491.69
		Total remaining for contract:	1,184.99

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6 BRIDGE AT STA. 13+99.54
0001                          L020.00	2.41	536.000	1,291.76
EROSION CONTROL	SY	536.000	1,291.76
		6,002.000	14,464.82
		6,002.000	14,464.82
0002                          0001.08	0.50	11,382.000	5,691.00
BARRICADE, TYPE II	BDAY	11,382.000	5,691.00
		16,618.000	8,309.00
		160.000	80.00
0003                          0001.10	3.58	1,751.000	6,268.58
BARRICADE, TYPE III	BDAY	1,751.000	6,268.58
		9,913.000	35,488.54
		61.000	218.38
0004                          0001.90	0.28	8,276.000	2,317.28
SIGN DAY	EACH	8,276.000	2,317.28
		17,730.000	4,964.40
		426.000	119.28
0005                          0002.30	0.27	2,800.000	756.00
PAVEMENT MARKING REMOVAL	LF	2,800.000	756.00
		7,890.000	2,130.31
		2,313.500	624.65
0006                          0002.44	0.05	24,000.000	1,200.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	LF	24,000.000	1,200.00
		10,257.000	512.85
		753.000	37.65
0007                          0002.47	0.87	2,000.000	1,740.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	2,000.000	1,740.00
		5,627.000	4,895.49
		0.000	0.00
0008                          0002.48	0.66	620.000	409.20
TEMPORARY RAISED PAVEMENT MARKER	EACH	620.000	409.20
		0.000	0.00
		0.000	0.00
0009                          0002.85	53.01	20.000	1,060.20
TUBULAR POST	EACH	20.000	1,060.20
		16.000	848.16
		0.000	0.00
0010                          0002.97	6.33	542.000	3,430.86
FLASHING ARROW PANEL	DAY	542.000	3,430.86
		509.000	3,221.97
		-7.000	-44.31
0011                          0003.10	54.53	60.000	3,271.80
FLAGGING	DAY	60.000	3,271.80
		1.000	54.53
		0.000	0.00
0012                          0003.51	3.22	1,040.000	3,348.80
INSTALL CONCRETE PROTECTION BARRIER	LF	1,040.000	3,348.80
		1,620.000	5,216.40
		0.000	0.00
0013                          0003.76	3,132.00	1.000	3,132.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	3,132.00
		1.000	3,132.00
		0.000	0.00
0014                          0010.04	1,084.00	1.000	1,084.00
FIELD OFFICE	EACH	1.000	1,084.00
		1.000	1,084.00
		0.000	0.00
0015                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		704.500	563.60
		0.000	0.00
0016                          0030.60	105,811.00	1.000	105,811.00
MOBILIZATION	LS	1.000	105,811.00
		1.000	105,811.00
		0.000	0.00
0017                          1009.00	685.00	1.000	685.00
GENERAL CLEARING AND GRUBBING	LS	1.000	685.00
		1.000	685.00
		0.000	0.00
0018                          1011.00	1.00	2.000	2.00
WATER	MGAL	2.000	2.00
		0.000	0.00
		0.000	0.00
0019                          1030.00	11.48	106.000	1,216.88
EARTHWORK MEASURED IN EMBANKMENT	CY	106.000	1,216.88
		106.000	1,216.88
		106.000	1,216.88
0020                          1043.50	1.21	207.000	250.47
RIPRAP FILTER FABRIC	SY	207.000	250.47
		207.000	250.47
		0.000	0.00
0021                          1101.00	4.81	768.000	3,694.08
REMOVE PAVEMENT	SY	768.000	3,694.08
		825.000	3,968.25
		0.000	0.00
0022                          1109.00	6.17	560.000	3,455.20
REMOVE CURB	LF	560.000	3,455.20
		952.000	5,873.84
		0.000	0.00
0023                          1122.01	2.78	566.000	1,573.48
REMOVE CONCRETE MEDIAN SURFACING	SY	566.000	1,573.48
		971.940	2,701.99
		0.000	0.00
0024                          2020.50	32.01	394.000	12,611.94
SURFACING	SY	394.000	12,611.94
8"		785.720	25,150.90
		0.000	0.00
0025                          3008.05	8.17	15.000	122.55
TIE BARS	EACH	15.000	122.55
		177.000	1,446.09
		0.000	0.00
0026                          3011.22	6.35	560.000	3,556.00
CONCRETE CLASS 47B-3000 CURB TYPE II	LF	560.000	3,556.00
		1,096.500	6,962.78
		0.000	0.00
0027                          3014.12	12.27	61.000	748.47
COMBINATION CONCRETE CLASS 47B-3625 CURB AND GUTTER	LF	61.000	748.47
		53.000	650.31
		0.000	0.00
0028                          3016.21	21.64	226.000	4,890.64
CONCRETE CLASS 47B-3000 SIDEWALKS	SY	226.000	4,890.64
		218.140	4,720.55
		0.000	0.00
0029                          3017.40	23.22	394.000	9,148.68
CONCRETE CLASS 47B-3000 MEDIAN SURFACING	SY	394.000	9,148.68
		653.300	15,169.63
		0.000	0.00
0030                          3050.15	163.61	392.200	64,167.84
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	392.200	64,167.84
		409.880	67,060.47
		0.000	0.00
0031                          3051.10	0.74	35,595.000	26,340.30
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	35,595.000	26,340.30
		35,595.000	26,340.30
		0.000	0.00
0032                          4015.00	343.00	1.000	343.00
ADJUST MANHOLE TO GRADE	EACH	1.000	343.00
		1.000	343.00
		0.000	0.00
0033                          6000.10	3,210.00	1.000	3,210.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,210.00
		1.000	3,210.00
		0.000	0.00
0034                          6000.11	3,210.00	1.000	3,210.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,210.00
		1.000	3,210.00
		0.000	0.00
0035                          6005.35	39.03	170.000	6,635.10
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	170.000	6,635.10
		120.000	4,683.60
		0.000	0.00
0036                          6005.78	723.74	24.000	17,369.76
EXPANSION BEARING, TFE TYPE	EACH	24.000	17,369.76
		24.000	17,369.76
		0.000	0.00
0037                          6005.83	783.00	8.000	6,264.00
FIXED BEARING	EACH	8.000	6,264.00
		8.000	6,264.00
		0.000	0.00
0038                          6010.22	260.86	185.300	48,337.36
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	185.300	48,337.36
		190.630	49,727.74
		0.000	0.00
0039                          6010.26	232.30	747.000	173,528.10
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	747.000	173,528.10
		722.290	167,787.98
		0.000	0.00
0040                          6030.00	53,283.00	1.000	53,283.00
PREPARATION OF BRIDGE	EACH	1.000	53,283.00
AT STA. 13+99.54		1.000	53,283.00
		0.000	0.00
0041                          6071.12	387,368.00	1.000	387,368.00
STEEL SUPERSTRUCTURE	LS	1.000	387,368.00
AT STA. 13+99.54		1.000	387,368.00
		0.000	0.00
0042                          6100.00	487.00	8.000	3,896.00
FLOOR DRAINS	EACH	8.000	3,896.00
		8.000	3,896.00
		0.000	0.00
0043                          6104.00	6.85	93.000	637.05
BROKEN CONCRETE RIPRAP	TON	93.000	637.05
		93.000	637.05
		0.000	0.00
0044                          6131.50	0.66	122,505.000	80,853.30
EPOXY COATED REINFORCING STEEL	LB	122,505.000	80,853.30
		122,505.006	80,853.31
		0.000	0.00
0045                          6139.50	13.55	90.000	1,219.50
SUBSURFACE DRAINAGE MATTING	SY	90.000	1,219.50
		90.000	1,219.51
		0.000	0.00
0046                          6401.00	35.10	318.300	11,172.33
PEDESTRIAN BARRIER RAIL	LF	318.300	11,172.33
		318.300	11,172.33
		0.000	0.00
0047                          6404.00	39.86	316.300	12,607.72
PEDESTRIAN RAILING (CHAIN LINK TYPE)	LF	316.300	12,607.72
		316.300	12,607.72
		158.150	6,303.86
0048                          6510.55	2,369.00	1.000	2,369.00
TEMPORARY BRIDGE SHORING	LS	1.000	2,369.00
		1.000	2,369.00
		0.000	0.00
0049                          6600.02	9.64	366.000	3,528.24
2" CONDUIT IN BRIDGE	LF	366.000	3,528.24
		363.000	3,499.32
		0.000	0.00
0050                          7017.00	2.68	125.000	335.00
REMOVE GUARDRAIL	LF	125.000	335.00
		125.000	335.00
		0.000	0.00
0051                          7019.50	11,856.00	2.000	23,712.00
IMPACT ATTENUATOR	EACH	2.000	23,712.00
		2.000	23,712.00
		0.000	0.00
0052                          7502.14	4.86	550.000	2,673.00
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	LF	550.000	2,673.00
		0.000	0.00
		0.000	0.00
0053                          8091.00	13.04	175.000	2,282.00
GRANULAR BACKFILL	CY	175.000	2,282.00
		175.000	2,282.00
		0.000	0.00
0054                          9173.20	9.55	394.000	3,762.70
SUBGRADE PREPARATION	SY	394.000	3,762.70
		1,088.850	10,398.52
		0.000	0.00
0055                          9185.50	9.64	25.000	241.00
MILLING CONCRETE CURB	LF	25.000	241.00
		276.000	2,660.64
		0.000	0.00
4001                          1101.25	2.50	0.000	0.00
SAWING PAVEMENT	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
4003                          1101.25	2.50	0.000	0.00
SAWING PAVEMENT	LF	730.000	1,825.00
		783.000	1,957.50
		0.000	0.00
4004                          3041.02	36.38	0.000	0.00
ASPHALT PATCHING OF PORTLAND CEMENT CONCRETE PAVEMENT,TYPE B	SY	14.510	527.87
		7.300	265.57
		0.000	0.00
GROUP 6 BRIDGE AT STA. 13+99.54		Contracted	1,122,913.17
		Current	1,125,266.04
		In place	1,204,007.08
		This Estimate	23,021.21
Totals for contract		Contracted	1,122,913.17
		Current	1,125,266.04
		In place	1,204,007.08
		This Estimate	23,021.21