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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2597A
Estimate Number:	0019
Pay Period End Date:	01.11.2003

Contract Location:
PLATTE RIVER TO N-31 - BRIDGE	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	12.06.2001
2512 DEER PARK BLVD	Date Awarded:	12.18.2001
PO BOX 9008 STA C	Date Contract Executed:	01.22.2002
	Date Notice to Proceed:	01.22.2002
OMAHA NE 68109	Date Work Began:	02.26.2002
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
FIREMAN'S FUND INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21597A 000		0.000			EACBR-6-7(173)		GR CP BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,050,512.69	$1,050,206.09	$306.60
$1,082,259.91	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,050,512.69	$1,050,206.09	$306.60
$1,070,464.27	Retainage	$-10,505.13	$-10,502.06	$-3.07
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.07%	Net Earnings	$1,040,007.56	$1,039,704.03	$303.53
	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	$256.47	$256.47	$.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	$256.47	$256.47	$.00
	Payment	$1,040,264.03	$1,039,960.50	$303.53
Project Manager			Div. Head/Dist. Eng.
Weander, Marty	01.13.2003		Lech, Marvin (Marv)	01.14.2003
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:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0038	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	2,790.97	2449
		Epoxy Coated Re-Steel for PVMT Approach
4010	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	1,648.00	588036
		Struc Steel For Substructure
4011	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	5,706.80	2450
		Epoxy Coated Reinforcing Steel
		Total for estimate 0004:	10,145.77
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
4013	6210.12	HP 10"X42# STEEL PILING
		S.P. Initial Payment	27,325.90	033422
		HP 10"X42# STEEL PILING
		S.P. Adjustment	-3,467.40	033422
		HP 10"X42# STEEL PILING
		Total for estimate 0005:	23,858.50
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
4010	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-824.00	588036
		Struc Steel For Substructure
4011	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,045.00	2450
		Epoxy Coated Reinforcing Steel
4013	6210.12	HP 10"X42# STEEL PILING
		S.P. Adjustment	-8,211.57	033422
		HP 10"X42# STEEL PILING
		Total for estimate 0006:	-10,080.57
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
4011	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,614.25	2450
		Epoxy Coated Reinforcing Steel
4013	6210.12	HP 10"X42# STEEL PILING
		S.P. Adjustment	-4,441.88	033422
		HP 10"X42# STEEL PILING
		Total for estimate 0007:	-6,056.13
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
4010	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-824.00	588036
		Struc Steel For Substructure
4011	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,047.55	2450
		Epoxy Coated Reinforcing Steel
		Total for estimate 0008:	-3,871.55
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
4013	6210.12	HP 10"X42# STEEL PILING
		S.P. Adjustment	-6,911.82	033422
		HP 10"X42# STEEL PILING
		Total for estimate 0009:	-6,911.82
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0038	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-2,790.97	2449
		Epoxy Coated Re-Steel for PVMT Approach
		Total for estimate 0012:	-2,790.97
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
4013	6210.12	HP 10"X42# STEEL PILING
		S.P. Closure	-4,293.23	033422
		HP 10"X42# STEEL PILING
		Total for estimate 0015:	-4,293.23
		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                          L006.50	345.00	4.200	1,449.00
TEMPORARY SEEDING	ACRE	4.200	1,449.00
		2.000	690.00
		0.000	0.00
0002                          L020.00	1.55	2,745.000	4,254.75
EROSION CONTROL	SY	2,745.000	4,254.75
		3,302.700	5,119.19
		0.000	0.00
0003                          L020.12	7.77	1,550.000	12,043.50
EROSION CONTROL, TYPE B-2	SY	1,550.000	12,043.50
		0.000	0.00
		0.000	0.00
0004                          L021.06	17.27	24.000	414.48
EROSION CHECKS, TYPE HV	BALE	24.000	414.48
		24.000	414.48
		0.000	0.00
0005                          L022.11	2.88	800.000	2,304.00
FABRIC SILT FENCE-LOW POROSITY	LF	800.000	2,304.00
		0.000	0.00
		0.000	0.00
0006                          0030.10	10,360.00	1.000	10,360.00
MOBILIZATION	LS	1.000	10,360.00
		1.000	10,360.00
		0.000	0.00
0007                          1009.00	13,589.00	1.000	13,589.00
GENERAL CLEARING AND GRUBBING	LS	1.000	13,589.00
		1.000	13,589.00
		0.000	0.00
0008                          1010.01	3.55	9,342.000	33,164.10
EXCAVATION (ESTABLISHED QUANTITY)	CY	9,342.000	33,164.10
		9,342.000	33,164.10
		0.000	0.00
0009                          1011.00	4.61	240.000	1,106.40
WATER	MGAL	240.000	1,106.40
		12.000	55.32
		0.000	0.00
0010                          1012.00	92.00	4.000	368.00
RIGHT-OF-WAY MARKERS	EACH	4.000	368.00
		4.000	368.00
		0.000	0.00
0011                          1030.00	4.55	17,310.000	78,760.50
EARTHWORK MEASURED IN EMBANKMENT	CY	17,310.000	78,760.50
		17,310.000	78,760.50
		0.000	0.00
0012                          1101.00	4.38	2,658.000	11,642.04
REMOVE PAVEMENT	SY	2,658.000	11,642.04
		2,745.330	12,024.55
		0.000	0.00
0013                          4050.01	5.29	67.000	354.43
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	67.000	354.43
		67.000	354.43
		0.000	0.00
0014                          4200.36	1,531.00	1.000	1,531.00
36" AUTOMATIC FLOOD CONTROL GATE	EACH	1.000	1,531.00
		1.000	1,531.00
		0.000	0.00
0015                          4350.36	28.00	56.000	1,568.00
36" CORRUGATED METAL PIPE	LF	56.000	1,568.00
		56.000	1,568.00
		0.000	0.00
0016                          4350.60	63.32	410.000	25,961.20
60" CORRUGATED METAL PIPE	LF	410.000	25,961.20
		458.000	29,000.56
		0.000	0.00
0017                          4360.36	339.00	1.000	339.00
36" METAL FLARED-END SECTION	EACH	1.000	339.00
		1.000	339.00
		0.000	0.00
0018                          7017.00	1.15	550.000	632.50
REMOVE GUARDRAIL	LF	550.000	632.50
		550.000	632.50
		0.000	0.00
0019                          9110.01	86.00	10.000	860.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	860.00
		8.500	731.00
		0.000	0.00
0020                          9110.03	86.00	10.000	860.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	860.00
		13.000	1,118.00
		0.000	0.00
0021                          9110.07	86.00	10.000	860.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	860.00
		3.500	301.00
		0.000	0.00
4003                          6990.02	450.00	0.000	0.00
SHIPPING COST	LS	1.000	450.00
Shipping cost for delivery of additional 60" CMP		1.000	450.00
		0.000	0.00
GROUP 1 GRADING		Contracted	202,421.90
		Current	202,871.90
		In place	190,570.63
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0022                          L001.02	754.29	0.580	437.49
SEEDING, TYPE B	ACRE	0.580	437.49
		0.900	678.86
		0.000	0.00
0023                          L001.03	461.00	1.200	553.20
SEEDING, TYPE C	ACRE	1.200	553.20
		3.000	1,383.00
		0.000	0.00
0024                          L032.75	86.00	4.000	344.00
MULCH	TON	4.000	344.00
		8.560	736.16
		0.000	0.00
0025                          0030.30	26,526.00	1.000	26,526.00
MOBILIZATION	LS	1.000	26,526.00
		1.000	26,526.00
		0.000	0.00
0026                          3075.42	25.10	1,563.000	39,231.30
9" CONCRETE PAVEMENT, CLASS 47B-3500	SY	1,563.000	39,231.30
		1,623.720	40,755.37
		0.000	0.00
0027                          3075.46	27.25	2,343.000	63,846.75
9" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500	SY	2,343.000	63,846.75
		2,435.470	66,366.56
		0.000	0.00
0028                          3089.25	28.05	7,976.000	223,726.80
TEMPORARY SURFACING	SY	0.000	0.00
10"		0.000	0.00
		0.000	0.00
0029                          8029.04	5.37	3,906.000	20,975.22
AGGREGATE FOUNDATION COURSE 4"	SY	0.000	0.00
		0.000	0.00
		0.000	0.00
0030                          9111.00	2.64	212.000	559.68
WATER	MGAL	212.000	559.68
		0.000	0.00
		0.000	0.00
0031                          9170.00	86.37	17.640	1,523.57
EARTH SHOULDER CONSTRUCTION	STA	17.640	1,523.57
		18.140	1,566.75
		0.000	0.00
0032                          9173.20	1.23	3,906.000	4,804.38
SUBGRADE PREPARATION	SY	3,906.000	4,804.38
		4,153.720	5,109.08
		0.000	0.00
0033                          9188.50	36.38	87.000	3,165.06
SURFACING UNDER GUARDRAIL	SY	87.000	3,165.06
		283.460	10,312.27
		0.000	0.00
4001                          3089.25	27.53	0.000	0.00
TEMPORARY SURFACING	SY	7,976.000	219,579.28
TEMPORARY SURFACING 10"		7,102.430	195,529.90
		0.000	0.00
4002                          8029.04	4.45	0.000	0.00
AGGREGATE FOUNDATION COURSE 4"	SY	3,906.000	17,381.70
AGGREGATE FOUNDATION COURSE 4"		4,059.110	18,063.04
		0.000	0.00
4017                          1043.58	600.00	0.000	0.00
FILTER FABRIC	EACH	1.000	600.00
Filter Fabric		1.000	600.00
		0.000	0.00
4020                          A110.03	2,045.92	0.000	0.00
REPAIR	EACH	1.000	2,045.92
Repair of Shoo-fly with High-Early Concrete		1.000	2,045.92
		0.000	0.00
4021                          6960.01	5,665.04	0.000	0.00
ADDITIONAL	LS	1.000	5,665.04
Replacement of 46' of 9" Doweled Concrete Pavement		1.000	5,665.04
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	385,693.45
		Current	386,263.37
		In place	375,337.95
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 18+21.67
0034                          0030.60	44,830.00	1.000	44,830.00
MOBILIZATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0035                          1010.01	3.96	120.000	475.20
EXCAVATION (ESTABLISHED QUANTITY)	CY	120.000	475.20
		120.000	475.20
		0.000	0.00
0036                          1043.50	2.94	64.000	188.16
RIPRAP FILTER FABRIC	SY	64.000	188.16
		64.000	188.16
		0.000	0.00
0037                          3050.15	149.86	203.700	30,526.48
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	0.000	0.00
		0.000	0.00
		0.000	0.00
0038                          3051.10	0.63	20,480.000	12,902.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	20,480.000	12,902.40
		20,480.000	12,902.40
		0.000	0.00
0039                          6000.10	627.00	1.000	627.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	627.00
		1.000	627.00
		0.000	0.00
0040                          6000.11	627.00	1.000	627.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	627.00
		1.000	627.00
		0.000	0.00
0041                          6001.50	4,287.00	1.000	4,287.00
BENT NO.1 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0042                          6001.51	4,486.00	1.000	4,486.00
BENT NO.2 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0043                          6010.22	219.08	236.300	51,768.60
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	0.000	0.00
		0.000	0.00
		0.000	0.00
0044                          6010.26	355.85	289.800	103,125.33
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	0.000	0.00
		0.000	0.00
		0.000	0.00
0045                          6040.00	53,308.00	1.000	53,308.00
REMOVE STRUCTURE	EACH	1.000	53,308.00
AT STA. 18+26.48		1.000	53,308.00
		0.000	0.00
0046                          6080.00	2.92	800.000	2,336.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	0.000	0.00
		0.000	0.00
		0.000	0.00
0047                          6104.00	5.83	270.000	1,574.10
BROKEN CONCRETE RIPRAP	TON	270.000	1,574.10
		270.000	1,574.10
		0.000	0.00
0048                          6105.02	22.86	100.800	2,304.29
ROCK RIPRAP, TYPE B	TON	100.800	2,304.29
		103.000	2,354.58
		0.000	0.00
0049                          6131.50	0.64	84,915.000	54,345.60
EPOXY COATED REINFORCING STEEL	LB	0.000	0.00
		0.000	0.00
		0.000	0.00
0050                          6139.50	27.90	49.800	1,389.42
SUBSURFACE DRAINAGE MATTING	SY	0.000	0.00
		0.000	0.00
		0.000	0.00
0051                          6210.12	13.02	980.000	12,759.60
HP 10"X42# STEEL PILING	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0052                          6210.14	15.65	2,620.000	41,003.00
HP 12"X53# STEEL PILING	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0053                          6310.00	9.55	2,561.900	24,466.15
STEEL SHEET PILING	SF	2,561.900	24,466.15
		2,561.900	24,466.15
		0.000	0.00
0054                          8091.00	11.17	88.500	988.55
GRANULAR BACKFILL	CY	88.500	988.55
		88.500	988.54
		0.000	0.00
4004                          0030.60		1.000
MOBILIZATION	LS	2.000	0.00
Mobilization		1.000	19,356.00
		0.000	0.00
4005                          3050.15	150.68	0.000	0.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	201.500	30,362.02
		201.500	30,362.02
		0.000	0.00
4006                          6001.50	3,883.00	0.000	0.00
BENT NO.1 EXCAVATION	LS	1.000	3,883.00
		1.000	3,883.00
		0.000	0.00
4007                          6001.51	4,082.00	0.000	0.00
BENT NO.2 EXCAVATION	LS	1.000	4,082.00
		1.000	4,082.00
		0.000	0.00
4008                          6010.22	207.75	0.000	0.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	250.900	52,124.48
		250.900	52,124.48
		0.000	0.00
4009                          6010.26	407.97	0.000	0.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	124.800	50,914.66
		124.860	50,939.13
		0.000	0.00
4010                          6080.00	3.03	0.000	0.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	800.000	2,424.00
		800.000	2,424.00
		0.000	0.00
4011                          6131.50	0.6215	0.000	0.00
EPOXY COATED REINFORCING STEEL	LB	43,720.000	27,171.98
		43,720.000	27,171.99
		0.000	0.00
4012                          6139.50	19.95	0.000	0.00
SUBSURFACE DRAINAGE MATTING	SY	49.800	993.51
		49.800	993.51
		0.000	0.00
4013                          6210.12	14.05	0.000	0.00
HP 10"X42# STEEL PILING	LF	3,600.000	50,580.00
		3,038.610	42,692.47
		0.000	0.00
4014                          6011.11	75,866.00	0.000	0.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	75,866.00
Sta. 18+21.67		1.000	75,866.00
		0.000	0.00
4015                          4048.00	31,549.70	0.000	0.00
MODIFICATION OF STRUCTURE	EACH	1.000	31,549.70
Design Fees From Slab Bridge to Inverted "T" and V.E.P.		1.000	31,549.70
		0.000	0.00
4016                          6210.59	8.43	0.000	0.00
PAY CUT-OFF	LF	501.430	4,227.05
PILE CUT-OFF		501.430	4,227.05
		0.000	0.00
4018                          1135.58	1,370.92	0.000	0.00
REMOVE CONCRETE OBSTRUCTION	LS	1.000	1,370.92
Buried slab found during excavation of structure		1.000	1,370.92
		0.000	0.00
4019                          6001.50	4,976.17	0.000	0.00
BENT EXCAVATION	LS	1.000	4,976.17
Removing Unsuitable Material and Stabilizing Foundation		1.000	4,976.17
		0.000	0.00
4022                          3210.15	1,751.26	0.000	0.00
GRINDING	LS	1.000	1,751.26
		1.000	1,751.26
		0.000	0.00
GROUP 6 BRIDGE AT STA. 18+21.67		Contracted	448,317.87
		Current	459,093.58
		In place	451,280.83
		This Estimate	0.00
GROUP 7 GUARDRAIL
0055                          0030.70	288.00	1.000	288.00
MOBILIZATION	LS	1.000	288.00
		1.000	288.00
		0.000	0.00
0056                          7011.20	16.12	225.000	3,627.00
W-BEAM GUARDRAIL	LF	225.000	3,627.00
		225.000	3,627.00
		0.000	0.00
0057                          7020.00	1,382.00	4.000	5,528.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,528.00
		4.000	5,528.00
		0.000	0.00
0058                          7024.25	2,303.00	1.000	2,303.00
GUARDRAIL END TREATMENT, TYPE I	EACH	1.000	2,303.00
		1.000	2,303.00
		0.000	0.00
0059                          7024.27	1,843.00	3.000	5,529.00
GUARDRAIL END TREATMENT, TYPE II	EACH	3.000	5,529.00
		3.000	5,529.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	17,275.00
		Current	17,275.00
		In place	17,275.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0060                          0001.08	0.50	1,960.000	980.00
BARRICADE, TYPE II	BDAY	1,960.000	980.00
		9,492.500	4,746.25
		0.000	0.00
0061                          0001.10	2.25	1,244.000	2,799.00
BARRICADE, TYPE III	BDAY	1,244.000	2,799.00
		1,914.000	4,306.50
		84.000	189.00
0062                          0001.30	2.25	404.000	909.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	404.000	909.00
		298.000	670.50
		0.000	0.00
0063                          0001.90	0.35	5,068.000	1,773.80
SIGN DAY	EACH	5,068.000	1,773.80
		6,262.000	2,191.70
		336.000	117.60
0064                          0002.30	0.46	1,000.000	460.00
PAVEMENT MARKING REMOVAL	LF	1,000.000	460.00
		990.000	455.40
		0.000	0.00
0065                          0002.44	0.09	12,500.000	1,125.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	LF	12,500.000	1,125.00
		11,654.440	1,048.90
		0.000	0.00
0066                          0002.47	0.58	800.000	464.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	800.000	464.00
		0.000	0.00
		0.000	0.00
0067                          0003.10	240.85	25.000	6,021.25
FLAGGING	DAY	25.000	6,021.25
		8.500	2,047.23
		0.000	0.00
0068                          0010.04	1,423.00	1.000	1,423.00
FIELD OFFICE	EACH	1.000	1,423.00
		0.000	0.00
		0.000	0.00
0069                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		726.000	580.80
		0.000	0.00
0070                          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	16,756.05
		Current	16,756.05
		In place	16,048.28
		This Estimate	306.60
Totals for contract		Contracted	1,070,464.27
		Current	1,062,903.90
		In place	1,050,512.69
		This Estimate	306.60