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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1802 CRAMER AND ASSOCIATES, INC.
Contract ID:	2987A
Estimate Number:	0005
Pay Period End Date:	01.06.2003

Contract Location:
IN OMAHA	Estimate Type:	PROG
Contractor:
CRAMER AND ASSOCIATES, INC.	Date Let:	08.01.2002
990 NE 44TH AVE	Date Awarded:	08.05.2002
	Date Contract Executed:	08.13.2002
	Date Notice to Proceed:	08.13.2002
DES MOINES IA 50313	Date Work Began:	09.09.2002
Phone:	Date Physical Work Completed:
(515)265-1447	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
21987A 000		0.000			STR-80-9(1137)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$475,208.88	$362,345.59	$112,863.29
$438,432.84	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$475,208.88	$362,345.59	$112,863.29
$289,038.90	Retainage	$-4,752.09	$-3,623.46	$-1,128.63
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
108.39%	Net Earnings	$470,456.79	$358,722.13	$111,734.66
	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	$470,456.79	$358,722.13	$111,734.66
Project Manager			Div. Head/Dist. Eng.
Zelensky, Rich	01.06.2003		Lech, Marvin (Marv)	01.07.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.07.2003
Controller Div. Processed
Burling, Laurie	01.08.2003

		Detailed breakdown of stockpiled materials
		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 6 BRIDGE AT STA. 735+65.54
0001                          0030.60	6,500.00	1.000	6,500.00
MOBILIZATION	LS	1.000	6,500.00
		1.000	6,500.00
		0.000	0.00
0002                          1101.25	2.50	202.000	505.00
SAWING PAVEMENT	LF	202.000	505.00
		202.000	505.00
		0.000	0.00
0003                          6004.50	47.00	151.600	7,125.20
EXPANSION JOINT	LF	151.600	7,125.20
		151.600	7,125.20
		0.000	0.00
0004                          6010.26	250.00	137.500	34,375.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	137.500	34,375.00
		134.580	33,645.00
		0.000	0.00
0005                          6030.00	17,200.00	1.000	17,200.00
PREPARATION OF BRIDGE	EACH	1.000	17,200.00
AT STA. 735+65.54		1.000	17,200.00
		0.145	2,494.00
0006                          6131.50	1.00	4,590.000	4,590.00
EPOXY COATED REINFORCING STEEL	LB	4,590.000	4,590.00
		4,590.000	4,590.00
		0.000	0.00
4001                          3090.10	60.00	0.000	0.00
10" CONCRETE PAVEMENT	SY	256.000	15,360.00
47BD with Type III cement. Cross-over at "I" Street.		256.000	15,360.00
		0.000	0.00
4002                          4029.10	1,250.00	0.000	0.00
GRATE INLET	EACH	1.000	1,250.00
Install Grate Inlet at Sta. 707+50 Lt. @ Concrete Ring.Grade Soil for Drainage.		1.000	1,250.00
		0.000	0.00
4003                          A580.94	750.00	0.000	0.00
INSTALL	EACH	1.000	750.00
Install and Remove (RIGHT) Sign Covers on Overhead Trusses.Cover Conflicting Signs with Tarps. Price is Per Weekend.		1.000	750.00
		0.000	0.00
4004                          0096.07	-2,500.00	0.000	0.00
DEDUCTION	EACH	1.000	-2,500.00
Deduction for working weekdays on W.B. I-80.		1.000	-2,500.00
		0.000	0.00
4005                          9179.79	19.03	0.000	0.00
MILLING FOR ASPHALTIC CONCRETE INLAY	SY	320.000	6,089.60
W.B. I-80		413.560	7,870.05
		0.000	0.00
4006                          9005.45	110.52	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(0.5)	TON	84.000	9,283.68
W.B. I-80		81.730	9,032.80
		0.000	0.00
4021                          A100.00	660.00	0.000	0.00
WIRING FOR UNDERDECK LIGHTING	LS	1.000	660.00
		1.000	660.00
		1.000	660.00
GROUP 6 BRIDGE AT STA. 735+65.54		Contracted	70,295.20
		Current	101,188.48
		In place	101,988.05
		This Estimate	3,154.00
GROUP 6A BRIDGE AT STA. 735+65.54
0007                          0030.60	6,500.00	1.000	6,500.00
MOBILIZATION	LS	1.000	6,500.00
		1.000	6,500.00
		0.000	0.00
0008                          1101.25	2.50	209.000	522.50
SAWING PAVEMENT	LF	209.000	522.50
		209.000	522.50
		0.000	0.00
0009                          6004.50	47.00	151.600	7,125.20
EXPANSION JOINT	LF	151.600	7,125.20
		151.600	7,125.20
		0.000	0.00
0010                          6010.26	250.00	137.500	34,375.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	137.500	34,375.00
		149.870	37,467.50
		0.000	0.00
0011                          6030.00	17,200.00	1.000	17,200.00
PREPARATION OF BRIDGE	EACH	1.000	17,200.00
AT STA. 735+65.54		1.000	17,200.00
		0.000	0.00
0012                          6131.50	1.00	4,925.000	4,925.00
EPOXY COATED REINFORCING STEEL	LB	4,925.000	4,925.00
		4,925.000	4,925.00
		0.000	0.00
4007                          9179.79	19.03	0.000	0.00
MILLING FOR ASPHALTIC CONCRETE INLAY	SY	254.000	4,833.62
E.B. I-80		331.550	6,309.40
		0.000	0.00
4008                          9005.45	110.52	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(0.5)	TON	95.000	10,499.40
E.B. I - 80		111.320	12,303.09
		0.000	0.00
4009                          0030.50	2,200.00	0.000	0.00
MOBILIZATION	LS	1.000	2,200.00
Traffic Control		1.000	2,200.00
		0.000	0.00
4010                          0002.75	3.50	0.000	0.00
PERMANENT PAVEMENT MARKING	LF	960.000	3,360.00
		839.000	2,936.50
		0.000	0.00
GROUP 6A BRIDGE AT STA. 735+65.54		Contracted	70,647.70
		Current	91,540.72
		In place	97,489.19
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 11+74.56
0013                          0030.10	5,500.00	1.000	5,500.00
MOBILIZATION	LS	1.000	5,500.00
		1.000	5,500.00
		0.000	0.00
0014                          1101.25	2.50	180.000	450.00
SAWING PAVEMENT	LF	180.000	450.00
		180.000	450.00
		0.000	0.00
0015                          6004.50	100.00	92.300	9,230.00
EXPANSION JOINT	LF	92.300	9,230.00
		92.300	9,230.00
		0.000	0.00
0016                          6010.26	1,850.00	6.500	12,025.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	6.500	12,025.00
		6.500	12,025.00
		0.000	0.00
0017                          6030.00	17,900.00	1.000	17,900.00
PREPARATION OF BRIDGE	EACH	1.000	17,900.00
AT STA. 11+74.56		1.000	17,900.00
		0.000	0.00
0018                          6131.50	2.00	825.000	1,650.00
EPOXY COATED REINFORCING STEEL	LB	825.000	1,650.00
		825.000	1,650.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 11+74.56		Contracted	46,755.00
		Current	46,755.00
		In place	46,755.00
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 1064+63.43
0019                          0030.60	5,500.00	1.000	5,500.00
MOBILIZATION	LS	1.000	5,500.00
		1.000	5,500.00
		0.000	0.00
0020                          1101.25	2.50	81.000	202.50
SAWING PAVEMENT	LF	38.000	95.00
		38.000	95.00
		0.000	0.00
0021                          6010.26	250.00	25.600	6,400.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	25.600	6,400.00
		112.630	28,157.50
		0.000	0.00
0022                          6030.00	6,000.00	1.000	6,000.00
PREPARATION OF BRIDGE	EACH	1.000	6,000.00
AT STA. 1064+63.43		1.000	6,000.00
		0.000	0.00
0023                          6131.50	0.70	17,015.000	11,910.50
EPOXY COATED REINFORCING STEEL	LB	3,115.500	2,180.85
		3,115.500	2,180.85
		0.000	0.00
4011                          0030.01	19,500.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	19,500.00
Additional Mobilization for Full Bridge Approach Removal.		1.000	19,500.00
		1.000	19,500.00
4012                          4044.90	30,000.00	0.000	0.00
PREPARATION OF EXISTING STRUCTURE REVISED	EACH	1.000	30,000.00
Additional Preparation for Full Bridge Approach Removal.		1.000	30,000.00
		1.000	30,000.00
4013                          3051.10	1.00	0.000	0.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	11,422.000	11,422.00
Revised Price for Full Removal of Bridge Approach.		11,422.000	11,422.00
		11,422.000	11,422.00
4014                          6802.00	30.00	0.000	0.00
INSTALL REINFORCING STEEL FOR ABUTMENT WALLS	EACH	100.000	3,000.00
Installing # 8 Dowels Into Abutment Wall.		90.000	2,700.00
		90.000	2,700.00
4015                          6004.50	100.00	0.000	0.00
EXPANSION JOINT	LF	37.000	3,700.00
Installing 5 " Polytite Expansion Joint.		37.000	3,700.00
		37.000	3,700.00
4016                          9035.00	67.57	0.000	0.00
PREPARE EXPANSION RELIEF JOINT	LF	37.000	2,500.09
Sawcutting, Removal and Preparation of 37' Joint. Left Shoulder and Two Left Lane E.B. I-80 Sta. 1064+63.43.		37.000	2,500.09
		37.000	2,500.09
4017                          6004.50	75.00	0.000	0.00
EXPANSION JOINT	LF	80.000	6,000.00
Installing 2.5 " Polytite Expansion Joint.		80.000	6,000.00
		80.000	6,000.00
4018                          3211.30	3.00	0.000	0.00
SEALING JOINTS	LF	400.000	1,200.00
		462.000	1,386.00
		462.000	1,386.00
GROUP 6C BRIDGE AT STA. 1064+63.43		Contracted	30,013.00
		Current	97,497.94
		In place	119,141.44
		This Estimate	77,208.09
GROUP 6D BRIDGE AT STA. 1286+63
0024                          0030.60	5,500.00	1.000	5,500.00
MOBILIZATION	LS	1.000	5,500.00
		1.000	5,500.00
		0.000	0.00
0025                          1101.25	2.50	12.000	30.00
SAWING PAVEMENT	LF	12.000	30.00
		0.000	0.00
		0.000	0.00
0026                          6004.50	80.00	96.000	7,680.00
EXPANSION JOINT	LF	96.000	7,680.00
		96.000	7,680.00
		0.000	0.00
0027                          6010.26	3,200.00	0.350	1,120.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	0.350	1,120.00
		0.350	1,120.00
		0.000	0.00
0028                          6030.00	8,300.00	1.000	8,300.00
PREPARATION OF BRIDGE	EACH	1.000	8,300.00
AT STA. 1286+63.00		1.000	8,300.00
		0.000	0.00
0029                          6107.00	40.00	340.000	13,600.00
CONCRETE SLOPE PROTECTION	SY	340.000	13,600.00
		340.000	13,600.00
		0.000	0.00
4019                          4976.05	1,218.81	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,218.81
Extra Work for Backfilling Abut and Replacing Sidewalk.		1.000	1,218.81
		1.000	1,218.81
GROUP 6D BRIDGE AT STA. 1286+63		Contracted	36,230.00
		Current	37,448.81
		In place	37,418.81
		This Estimate	1,218.81
GROUP 10 GENERAL ITEMS
0030                          0001.08	0.50	1,424.000	712.00
BARRICADE, TYPE II	BDAY	1,424.000	712.00
		2,945.000	1,472.50
		177.000	88.50
0031                          0001.10	10.00	224.000	2,240.00
BARRICADE, TYPE III	BDAY	224.000	2,240.00
		466.000	4,660.00
		25.000	250.00
0032                          0001.30	10.00	40.000	400.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	40.000	400.00
		0.000	0.00
		0.000	0.00
0033                          0001.75	20.00	200.000	4,000.00
TEMPORARY SIGN DAY	EACH	200.000	4,000.00
		856.000	17,120.00
		54.000	1,080.00
0034                          0001.90	3.00	632.000	1,896.00
SIGN DAY	EACH	632.000	1,896.00
		0.000	0.00
		0.000	0.00
0035                          0002.39	2.00	3,200.000	6,400.00
TEMPORARY PAVEMENT MARKING, TYPE II	LF	3,200.000	6,400.00
		0.000	0.00
		0.000	0.00
0036                          0002.43	3.00	500.000	1,500.00
TEMPORARY PAVEMENT MARKING, TYPE II BLACK	LF	500.000	1,500.00
		0.000	0.00
		0.000	0.00
0037                          0002.48	3.00	650.000	1,950.00
TEMPORARY RAISED PAVEMENT MARKER	EACH	650.000	1,950.00
		0.000	0.00
		0.000	0.00
0038                          0002.97	240.00	50.000	12,000.00
FLASHING ARROW PANEL	DAY	50.000	12,000.00
		74.000	17,760.00
		4.000	960.00
0039                          0003.10	250.00	10.000	2,500.00
FLAGGING	DAY	10.000	2,500.00
		4.000	1,000.00
		0.000	0.00
0040                          0030.10	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
4020                          7050.02	28,903.89	0.000	0.00
ADDITIONAL COMPENSATION	LS	1.000	28,903.89
Project Incentive		1.000	28,903.89
		1.000	28,903.89
GROUP 10 GENERAL ITEMS		Contracted	35,098.00
		Current	64,001.89
		In place	72,416.39
		This Estimate	31,282.39
Totals for contract		Contracted	289,038.90
		Current	438,432.84
		In place	475,208.88
		This Estimate	112,863.29