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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2930
Estimate Number:	0009
Pay Period End Date:	01.11.2003

Contract Location:
FAIRVIEW BRIDGE	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	08.01.2002
2512 DEER PARK BLVD	Date Awarded:	08.06.2002
PO BOX 9008 STA C	Date Contract Executed:	08.12.2002
	Date Notice to Proceed:	08.12.2002
OMAHA NE 68109	Date Work Began:	09.03.2002
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE & MARINE INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21930 000		0.000			EACIM-80-9(812)		GR CULV BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$839,678.25	$832,179.49	$7,498.76
$1,032,931.44	Stockpiled Materials	$4,726.89	$4,726.89	$.00
Original Contract Amt	Gross Earnings	$844,405.14	$836,906.38	$7,498.76
$1,032,931.44	Retainage	$-8,396.78	$-8,321.79	$-74.99
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
81.29%	Net Earnings	$836,008.36	$828,584.59	$7,423.77
	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	$723.36	$723.36	$.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	$723.36	$723.36	$.00
	Payment	$836,731.72	$829,307.95	$7,423.77
Project Manager			Div. Head/Dist. Eng.
Fox, Mike	01.13.2003		Lech, Marvin (Marv)	01.13.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.14.2003
Controller Div. Processed
Burling, Laurie	01.14.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	11,426.94	2959
		Epoxy Coated Re-Steel
		S.P. Adjustment	-1,620.00	2959
		Epoxy Coated Re-Steel
		Total for estimate 0003:	9,806.94
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,738.53	2959
		Epoxy Coated Re-Steel
		Total for estimate 0005:	-1,738.53
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0065	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	3,908.48	E22731
		Expansion Bearing, TFE Type
0066	6005.83	FIXED BEARING
		S.P. Initial Payment	3,024.48	E22731
		Fixed Bearings
0073	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,829.52	2959
		Epoxy Coated Re-Steel
		Total for estimate 0006:	5,103.44
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0073	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-162.00	2959
		Epoxy Coated Re-Steel
		Total for estimate 0007:	-162.00
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0065	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-3,908.48	E22731
		Expansion Bearing, TFE Type
0066	6005.83	FIXED BEARING
		S.P. Adjustment	-3,024.48	E22731
		Fixed Bearings
0073	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,350.00	2959
		Epoxy Coated Re-Steel
		Total for estimate 0008:	-8,282.96
		Total remaining for contract:	4,726.89

			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                          L001.01	784.00	7.000	5,488.00
SEEDING, TYPE A	ACRE	7.000	5,488.00
		7.000	5,488.00
		0.000	0.00
0002                          L020.00	2.02	2,031.000	4,102.62
EROSION CONTROL	SY	2,031.000	4,102.62
		0.000	0.00
		0.000	0.00
0003                          L020.09	13.44	721.000	9,690.24
EROSION CONTROL, TYPE AAA	SY	721.000	9,690.24
		0.000	0.00
		0.000	0.00
0004                          L022.11	2.58	3,926.000	10,129.08
FABRIC SILT FENCE-LOW POROSITY	LF	3,926.000	10,129.08
		2,730.000	7,043.40
		0.000	0.00
0005                          L032.75	89.60	14.000	1,254.40
MULCH	TON	14.000	1,254.40
		14.000	1,254.40
		0.000	0.00
0006                          0030.10	20,541.00	1.000	20,541.00
MOBILIZATION	LS	1.000	20,541.00
		1.000	20,541.00
		0.000	0.00
0007                          1000.00	280.00	3.000	840.00
LARGE TREE REMOVAL	EACH	3.000	840.00
		7.000	1,960.00
		0.000	0.00
0008                          1009.00	3,920.00	1.000	3,920.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,920.00
		1.000	3,920.00
		0.000	0.00
0009                          1011.00	16.80	347.000	5,829.60
WATER	MGAL	347.000	5,829.60
		0.000	0.00
		0.000	0.00
0010                          1030.00	1.83	62,018.000	113,492.94
EARTHWORK MEASURED IN EMBANKMENT	CY	62,018.000	113,492.94
		62,018.000	113,492.94
		0.000	0.00
0011                          1040.05	0.17	23,411.000	3,979.87
TEMPORARY SLOPE PROTECTION	SY	23,411.000	3,979.87
		23,411.000	3,979.87
		0.000	0.00
0012                          1101.00	5.42	1,223.000	6,628.66
REMOVE PAVEMENT	SY	1,223.000	6,628.66
		1,223.000	6,628.66
		0.000	0.00
0013                          1111.00	1.68	1,052.000	1,767.36
REMOVE FENCE	LF	1,052.000	1,767.36
		1,052.000	1,767.36
		0.000	0.00
0014                          2009.52	0.39	11,226.000	4,378.14
CRUSHED ROCK EMBEDMENT	SY	11,226.000	4,378.14
		9,421.000	3,674.19
		0.000	0.00
0015                          2010.03	13.05	1,170.000	15,268.50
CRUSHED ROCK SURFACE COURSE	TON	1,170.000	15,268.50
		964.000	12,580.20
		0.000	0.00
0016                          7017.00	1.40	4,851.000	6,791.40
REMOVE GUARDRAIL	LF	4,851.000	6,791.40
		4,851.000	6,791.40
		0.000	0.00
0017                          7105.00	113.00	9.000	1,017.00
CORNER POSTS	EACH	9.000	1,017.00
		0.000	0.00
		0.000	0.00
0018                          7130.00	1.97	1,033.000	2,035.01
BARBED WIRE FENCE	LF	1,033.000	2,035.01
		2,299.000	4,529.03
		0.000	0.00
0019                          9009.88	32.98	1,223.000	40,334.54
SURFACING 10"	SY	1,223.000	40,334.54
		1,223.000	40,334.54
		0.000	0.00
GROUP 1 GRADING		Contracted	257,488.36
		Current	257,488.36
		In place	233,984.99
		This Estimate	0.00
GROUP 1A MSE WALL
0020                          0030.40	3,432.00	1.000	3,432.00
MOBILIZATION	LS	1.000	3,432.00
		1.000	3,432.00
		0.000	0.00
0021                          4095.00	24.06	4,723.000	113,635.38
CONCRETE FACE PANELS	SF	4,723.000	113,635.38
		4,723.000	113,635.38
		0.000	0.00
0022                          4095.10	15.15	344.000	5,211.60
CONCRETE LEVELING PADS	LF	344.000	5,211.60
		344.000	5,211.60
		0.000	0.00
0023                          4095.20	39.34	355.000	13,965.70
COPING	LF	355.000	13,965.70
		355.000	13,965.70
		0.000	0.00
0024                          4350.21	19.66	380.000	7,470.80
21" CORRUGATED METAL PIPE	LF	380.000	7,470.80
		380.000	7,470.80
		0.000	0.00
0025                          8024.75	14.51	4,425.000	64,206.75
SELECT GRANULAR BACKFILL FOR MSE WALL	CY	4,425.000	64,206.75
		4,425.000	64,206.75
		0.000	0.00
GROUP 1A MSE WALL		Contracted	207,922.23
		Current	207,922.23
		In place	207,922.23
		This Estimate	0.00
GROUP 4 CULVERTS
0026                          P300.36	37.05	58.000	2,148.90
36" CULVERT PIPE, TYPE 3,4 OR 5	LF	58.000	2,148.90
		58.000	2,148.90
		0.000	0.00
0027                          P310.42	74.93	233.000	17,458.69
42" CULVERT PIPE, TYPE 2,4 OR 5	LF	233.000	17,458.69
		233.000	17,458.69
		0.000	0.00
0028                          P402.15	24.24	47.000	1,139.28
15" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	47.000	1,139.28
		0.000	0.00
		0.000	0.00
0029                          P700.15	28.06	23.000	645.38
15" STORM SEWER PIPE, TYPE 1,7 OR 8	LF	23.000	645.38
		0.000	0.00
		0.000	0.00
0030                          0030.40	3,500.00	1.000	3,500.00
MOBILIZATION	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
0031                          4004.60	2.80	404.000	1,131.20
CAST IRON COVER, GRATE, AND FRAME	LB	404.000	1,131.20
		0.000	0.00
		0.000	0.00
0032                          4040.00	338.00	4.000	1,352.00
REMOVE HEADWALLS FROM CULVERTS	EACH	4.000	1,352.00
		4.000	1,352.00
		0.000	0.00
0033                          4050.01	2.63	1,402.000	3,687.26
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	1,402.000	3,687.26
		1,399.000	3,679.37
		0.000	0.00
0034                          4105.59	452.00	5.100	2,305.20
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	5.100	2,305.20
		0.000	0.00
		0.000	0.00
0035                          4155.50	0.26	335.000	87.10
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	335.000	87.10
		0.000	0.00
		0.000	0.00
0036                          4310.36	505.00	2.000	1,010.00
36" FLARED-END SECTION	EACH	2.000	1,010.00
		2.000	1,010.00
		0.000	0.00
0037                          4310.42	713.00	2.000	1,426.00
42" FLARED-END SECTION	EACH	2.000	1,426.00
		2.000	1,426.00
		0.000	0.00
0038                          4670.05	16.72	21.000	351.12
CULVERT SANDFILL	CY	21.000	351.12
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	36,242.13
		Current	36,242.13
		In place	30,574.96
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 7+80.14
0058                          0030.60	43,311.00	1.000	43,311.00
MOBILIZATION	LS	1.000	43,311.00
		1.000	43,311.00
		0.000	0.00
0059                          3050.16	193.54	71.900	13,915.53
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-5000	CY	71.900	13,915.53
		0.000	0.00
		0.000	0.00
0060                          3051.10	0.62	10,845.000	6,723.90
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	10,845.000	6,723.90
		0.000	0.00
		0.000	0.00
0061                          6000.10	1,909.00	1.000	1,909.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,909.00
		1.000	1,909.00
		0.000	0.00
0062                          6000.11	1,909.00	1.000	1,909.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,909.00
		1.000	1,909.00
		0.000	0.00
0063                          6000.20	7,845.00	1.000	7,845.00
PIER NO.1 EXCAVATION	LS	1.000	7,845.00
		1.000	7,845.00
		0.000	0.00
0064                          6005.35	57.75	32.300	1,865.32
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	32.300	1,865.32
		0.000	0.00
		0.000	0.00
0065                          6005.78	604.00	8.000	4,832.00
EXPANSION BEARING, TFE TYPE	EACH	8.000	4,832.00
		8.000	4,832.00
		0.000	0.00
0066                          6005.83	480.00	8.000	3,840.00
FIXED BEARING	EACH	8.000	3,840.00
		8.000	3,840.00
		0.000	0.00
0067                          6010.22	238.10	161.400	38,429.34
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	161.400	38,429.34
		161.400	38,429.34
		0.000	0.00
0068                          6010.28	245.69	260.500	64,002.25
CLASS 47BD-5000 CONCRETE FOR BRIDGE	CY	260.500	64,002.25
		19.000	4,668.12
		9.500	2,334.06
0069                          6011.11	104,546.00	1.000	104,546.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	104,546.00
AT STA. 7+80.14		1.000	104,546.00
		0.000	0.00
0070                          6040.00	30,085.00	1.000	30,085.00
REMOVE STRUCTURE	EACH	1.000	30,085.00
AT STA. 7+86.14		1.000	30,085.00
		0.000	0.00
0071                          6080.00	3.74	366.000	1,368.84
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	366.000	1,368.84
		0.000	0.00
		0.000	0.00
0072                          6095.00	453.00	6.000	2,718.00
STEEL DIAPHRAGM	EACH	6.000	2,718.00
		6.000	2,718.00
		0.000	0.00
0073                          6131.50	0.62	68,218.000	42,295.16
EPOXY COATED REINFORCING STEEL	LB	68,218.000	42,295.16
		24,815.000	15,385.30
		0.000	0.00
0074                          6139.50	35.93	56.400	2,026.45
SUBSURFACE DRAINAGE MATTING	SY	56.400	2,026.45
		56.400	2,026.45
		29.400	1,056.34
0075                          6210.50	21.28	2,700.000	57,456.00
PIPE PILING	LF	2,700.000	57,456.00
		2,700.000	57,456.00
		0.000	0.00
0076                          6501.00	7,997.00	1.000	7,997.00
PENETRATING PROTECTIVE CONCRETE SEALANT	LS	1.000	7,997.00
		0.000	0.00
		0.000	0.00
0077                          8091.00	11.61	187.800	2,180.36
GRANULAR BACKFILL	CY	187.800	2,180.36
		187.800	2,180.36
		97.800	1,135.46
GROUP 6A BRIDGE AT STA. 7+80.14		Contracted	439,255.15
		Current	439,255.15
		In place	321,140.57
		This Estimate	4,525.86
GROUP 7 GUARDRAIL
0078                          0030.70	884.00	1.000	884.00
MOBILIZATION	LS	1.000	884.00
		1.000	884.00
		0.000	0.00
0079                          7011.20	33.60	75.000	2,520.00
W-BEAM GUARDRAIL	LF	75.000	2,520.00
		0.000	0.00
		0.000	0.00
0080                          7019.80	4,788.00	2.000	9,576.00
PERMANENT INERTIAL BARRIER SYSTEM	EACH	2.000	9,576.00
		0.000	0.00
		0.000	0.00
0081                          7020.00	1,400.00	4.000	5,600.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,600.00
		0.000	0.00
		0.000	0.00
0082                          7024.27	1,848.00	4.000	7,392.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	7,392.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	25,972.00
		Current	25,972.00
		In place	884.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0083                          0001.08	0.50	7,850.000	3,925.00
BARRICADE, TYPE II	BDAY	7,850.000	3,925.00
		1,378.000	689.00
		0.000	0.00
0084                          0001.10	1.51	5,437.000	8,209.87
BARRICADE, TYPE III	BDAY	5,437.000	8,209.87
		4,239.000	6,400.89
		462.000	697.62
0085                          0001.30	0.56	2,778.000	1,555.68
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,778.000	1,555.68
		0.000	0.00
		0.000	0.00
0086                          0001.75	6.72	653.000	4,388.16
TEMPORARY SIGN DAY	EACH	653.000	4,388.16
		442.000	2,970.24
		0.000	0.00
0087                          0001.90	0.06	18,306.000	1,098.36
SIGN DAY	EACH	18,306.000	1,098.36
		5,380.000	322.80
		588.000	35.28
0088                          0002.30	0.20	3,000.000	600.00
PAVEMENT MARKING REMOVAL	LF	3,000.000	600.00
		2,200.000	440.00
		0.000	0.00
0089                          0002.44	0.20	4,000.000	800.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	LF	4,000.000	800.00
		3,300.000	660.00
		0.000	0.00
0090                          0002.47	0.73	1,800.000	1,314.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	1,800.000	1,314.00
		3,300.000	2,409.00
		0.000	0.00
0091                          0002.52	5.60	140.000	784.00
TEMPORARY PAVEMENT MARKING, TYPE RPM	EACH	140.000	784.00
		143.000	800.80
		0.000	0.00
0092                          0002.97	168.00	33.000	5,544.00
FLASHING ARROW PANEL	DAY	33.000	5,544.00
		39.000	6,552.00
		0.000	0.00
0093                          0003.10	246.66	25.000	6,166.50
FLAGGING	DAY	25.000	6,166.50
		0.000	0.00
		0.000	0.00
0094                          0003.51	3.96	1,600.000	6,336.00
INSTALL CONCRETE PROTECTION BARRIER	LF	1,600.000	6,336.00
		1,600.000	6,336.00
		0.000	0.00
0095                          0003.58	1,680.00	4.000	6,720.00
INERTIAL BARRIER SYSTEM	EACH	4.000	6,720.00
		4.000	6,720.00
		0.000	0.00
0096                          0003.64	560.00	5.000	2,800.00
REPLACEMENT MODULE	EACH	5.000	2,800.00
		17.000	9,520.00
		4.000	2,240.00
0097                          0010.04	954.00	1.000	954.00
FIELD OFFICE	EACH	1.000	954.00
		0.000	0.00
		0.000	0.00
0098                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0099                          0030.00	392.00	1.000	392.00
MOBILIZATION	LS	1.000	392.00
		0.000	0.00
		0.000	0.00
0100                          9110.01	100.80	40.000	4,032.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	40.000	4,032.00
		13.400	1,350.72
		0.000	0.00
0101                          9110.03	84.00	40.000	3,360.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	40.000	3,360.00
		0.000	0.00
		0.000	0.00
0102                          9110.06	84.00	40.000	3,360.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	40.000	3,360.00
		0.000	0.00
		0.000	0.00
0103                          9110.07	72.80	40.000	2,912.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	40.000	2,912.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	66,051.57
		Current	66,051.57
		In place	45,171.45
		This Estimate	2,972.90
Totals for contract		Contracted	1,032,931.44
		Current	1,032,931.44
		In place	839,678.20
		This Estimate	7,498.76