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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2283 PERRETT CONSTRUCTION LTD.
Contract ID:	5862
Estimate Number:	0003
Pay Period End Date:	09.20.2003

Contract Location:
MARSLAND NORTH	Estimate Type:	PROG
Contractor:
PERRETT CONSTRUCTION LTD.	Date Let:	06.26.2003
120 S MACOMB ST	Date Awarded:	07.03.2003
PO BOX 32	Date Contract Executed:	07.16.2003
	Date Notice to Proceed:	07.16.2003
VALENTINE NE 69201	Date Work Began:
Phone:	Date Physical Work Completed:
(402)376-3797	Date Accepted:
Escrow Agent:
Surety Co:
UNITED STATES FIDELITY AND GUARANTY COMPANY

Counties
BOX BUTTE
DAWES

Project Number		PCT			Fed State Project Number		Description
50862 000		0.000			EACSTPD-71-4(114)		GRAD CULV BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$136,682.95	$85,291.80	$51,391.15
$4,347,919.63	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$136,682.95	$85,291.80	$51,391.15
$4,347,919.63	Retainage	$-1,366.83	$-852.92	$-513.91
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
3.14%	Net Earnings	$135,316.12	$84,438.88	$50,877.24
	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	$135,316.12	$84,438.88	$50,877.24
Project Manager			Div. Head/Dist. Eng.
Gardner, Jerrold	09.22.2003		Hoevet, Doug	09.22.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.22.2003
Controller Div. Processed
Burling, Laurie	09.23.2003

		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 1 GRADING
0001                          0030.10	50,000.00	1.000	50,000.00
MOBILIZATION	LS	1.000	50,000.00
		0.570	28,500.00
		0.000	0.00
0002                          1000.00	350.00	5.000	1,750.00
LARGE TREE REMOVAL	EACH	5.000	1,750.00
		0.000	0.00
		0.000	0.00
0003                          1009.00	15,000.00	1.000	15,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	15,000.00
		0.000	0.00
		0.000	0.00
0004                          1010.00	1.67	496,931.000	829,874.77
EXCAVATION	m3	496,931.000	829,874.77
		0.000	0.00
		0.000	0.00
0005                          1011.00	2.00	31,479.000	62,958.00
WATER	kL	31,479.000	62,958.00
		0.000	0.00
		0.000	0.00
0006                          1012.00	65.00	170.000	11,050.00
RIGHT-OF-WAY MARKERS	EACH	170.000	11,050.00
		0.000	0.00
		0.000	0.00
0007                          1040.05	1.00	6,000.000	6,000.00
TEMPORARY SLOPE PROTECTION	m2	6,000.000	6,000.00
		0.000	0.00
		0.000	0.00
0008                          1041.00	0.60	6,000.000	3,600.00
SALVAGING AND PLACING TOPSOIL	m2	6,000.000	3,600.00
		0.000	0.00
		0.000	0.00
0009                          1102.00	4.00	2,548.000	10,192.00
REMOVE ASPHALT SURFACE	m2	2,548.000	10,192.00
		0.000	0.00
		0.000	0.00
0010                          1137.00	1,500.00	1.000	1,500.00
REMOVE AND RESET HISTORICAL MARKER	EACH	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0011                          1701.24	56.00	247.000	13,832.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	247.000	13,832.00
		0.000	0.00
		0.000	0.00
0012                          7017.00	7.00	1,496.000	10,472.00
REMOVE GUARDRAIL	m	1,496.000	10,472.00
		0.000	0.00
		0.000	0.00
0013                          7151.65	1,500.00	1.000	1,500.00
REMOVE AND RESET CATTLE GUARD	EACH	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0014                          L006.00	272.00	43.600	11,859.20
COVER CROP SEEDING	ha	43.600	11,859.20
		0.000	0.00
		0.000	0.00
0015                          L020.01	5.70	38,811.000	221,222.70
EROSION CONTROL, TYPE A	m2	38,811.000	221,222.70
		0.000	0.00
		0.000	0.00
0016                          L020.03	2.00	2,176.000	4,352.00
EROSION CONTROL, TYPE C	m2	2,176.000	4,352.00
		0.000	0.00
		0.000	0.00
0017                          L020.08	6.00	18,206.000	109,236.00
EROSION CONTROL, TYPE AA	m2	18,206.000	109,236.00
		0.000	0.00
		0.000	0.00
0018                          L020.10	1.50	13,461.000	20,191.50
EROSION CONTROL, TYPE HV	m2	13,461.000	20,191.50
		0.000	0.00
		0.000	0.00
0019                          L021.01	25.00	1,238.000	30,950.00
EROSION CHECKS, TYPE A	BALE	1,238.000	30,950.00
		0.000	0.00
		0.000	0.00
0020                          L021.03	23.00	86.000	1,978.00
EROSION CHECKS, TYPE C	BALE	86.000	1,978.00
		0.000	0.00
		0.000	0.00
0021                          L021.06	22.00	1,258.000	27,676.00
EROSION CHECKS, TYPE HV	BALE	1,258.000	27,676.00
		0.000	0.00
		0.000	0.00
0022                          L021.11	30.00	88.000	2,640.00
EROSION CHECKS, TYPE ST-A	BALE	88.000	2,640.00
		0.000	0.00
		0.000	0.00
0023                          L021.13	31.00	262.000	8,122.00
EROSION CHECKS, TYPE ST-AA	BALE	262.000	8,122.00
		0.000	0.00
		0.000	0.00
0024                          L021.15	25.00	102.000	2,550.00
EROSION CHECKS, TYPE ST-HV	BALE	102.000	2,550.00
		0.000	0.00
		0.000	0.00
0025                          L021.21	26.00	702.000	18,252.00
EROSION CHECKS, TYPE AA	BALE	702.000	18,252.00
		0.000	0.00
		0.000	0.00
0026                          L022.25	8.50	7,710.000	65,535.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	7,710.000	65,535.00
		1,899.000	16,141.50
		0.000	0.00
0027                          L022.75	10.00	518.000	5,180.00
TEMPORARY SILT CHECK	m	518.000	5,180.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	1,547,473.17
		Current	1,547,473.17
		In place	44,641.50
		This Estimate	0.00
GROUP 4 CULVERTS
0028                          0030.40	35,000.00	1.000	35,000.00
MOBILIZATION	LS	1.000	35,000.00
		0.000	0.00
		0.000	0.00
0029                          1043.50	2.00	562.000	1,124.00
RIPRAP FILTER FABRIC	m2	562.000	1,124.00
		0.000	0.00
		0.000	0.00
0030                          4040.00	100.00	53.000	5,300.00
REMOVE HEADWALLS FROM CULVERTS	EACH	53.000	5,300.00
		1.000	100.00
		0.000	0.00
0031                          4044.00	1,500.00	1.000	1,500.00
PREPARATION OF STRUCTURE	EACH	1.000	1,500.00
STA 119+48.30		0.000	0.00
		0.000	0.00
0032                          4044.01	1,500.00	1.000	1,500.00
PREPARATION OF STRUCTURE	EACH	1.000	1,500.00
STA 122+49.80		0.000	0.00
		0.000	0.00
0033                          4044.02	1,500.00	1.000	1,500.00
PREPARATION OF STRUCTURE	EACH	1.000	1,500.00
AT STA 149+64.9		0.000	0.00
		0.000	0.00
0034                          4044.03	1,500.00	1.000	1,500.00
PREPARATION OF STRUCTURE	EACH	1.000	1,500.00
AT STA 154+90.90		0.000	0.00
		0.000	0.00
0035                          4044.04	1,500.00	1.000	1,500.00
PREPARATION OF STRUCTURE	EACH	1.000	1,500.00
AT STA 179+08.80		0.000	0.00
		0.000	0.00
0036                          4050.01	10.00	6,227.000	62,270.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	6,227.000	62,270.00
		2.000	20.00
		0.000	0.00
0037                          4051.01	10.00	3,960.000	39,600.00
EXCAVATION FOR BOX CULVERTS	m3	3,960.000	39,600.00
		18.000	180.00
		0.000	0.00
0038                          4101.06	350.00	698.160	244,356.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	698.160	244,356.00
		26.535	9,287.25
		0.000	0.00
0039                          4151.00	1.45	36,880.000	53,476.00
REINFORCING STEEL FOR BOX CULVERT	kg	36,880.000	53,476.00
		1,754.440	2,543.94
		0.000	0.00
0040                          4310.24	200.00	17.000	3,400.00
600 mm FLARED-END SECTION	EACH	17.000	3,400.00
		0.000	0.00
		0.000	0.00
0041                          4310.30	300.00	29.000	8,700.00
750 mm FLARED-END SECTION	EACH	29.000	8,700.00
		1.000	300.00
		0.000	0.00
0042                          4310.36	400.00	12.000	4,800.00
900 mm FLARED-END SECTION	EACH	12.000	4,800.00
		0.000	0.00
		0.000	0.00
0043                          4310.42	950.00	6.000	5,700.00
1050 mm FLARED-END SECTION	EACH	6.000	5,700.00
		0.000	0.00
		0.000	0.00
0044                          4310.54	1,200.00	2.000	2,400.00
1350 mm FLARED-END SECTION	EACH	2.000	2,400.00
		0.000	0.00
		0.000	0.00
0045                          4670.05	95.00	28.000	2,660.00
CULVERT SANDFILL	m3	28.000	2,660.00
		0.000	0.00
		0.000	0.00
0046                          4880.42	1,400.00	15.000	21,000.00
JACKING 1050 mm CULVERT PIPE, TYPE 2 CLASS IV	m	15.000	21,000.00
		0.000	0.00
		0.000	0.00
0047                          6105.01	40.00	151.500	6,060.00
ROCK RIPRAP, TYPE A	Mg	151.500	6,060.00
		0.000	0.00
		0.000	0.00
0048                          6105.02	40.00	80.000	3,200.00
ROCK RIPRAP, TYPE B	Mg	80.000	3,200.00
		0.000	0.00
		0.000	0.00
0049                          6105.03	40.00	384.700	15,388.00
ROCK RIPRAP, TYPE C	Mg	384.700	15,388.00
		0.000	0.00
		0.000	0.00
0050                          P120.24	150.00	9.000	1,350.00
600 mm CULVERT PIPE, TYPE 2	m	9.000	1,350.00
		0.000	0.00
		0.000	0.00
0051                          P120.30	220.00	22.500	4,950.00
750 mm CULVERT PIPE, TYPE 2	m	22.500	4,950.00
		0.000	0.00
		0.000	0.00
0052                          P128.42	700.00	15.000	10,500.00
1050 mm CULVERT PIPE, TYPE 2 CLASS IV	m	15.000	10,500.00
		0.000	0.00
		0.000	0.00
0053                          P255.30	115.00	56.500	6,497.50
750 mm CULVERT PIPE, TYPE 4 OR 5	m	56.500	6,497.50
		0.000	0.00
		0.000	0.00
0054                          P255.36	150.00	108.900	16,335.00
900 mm CULVERT PIPE, TYPE 4 OR 5	m	108.900	16,335.00
		0.000	0.00
		0.000	0.00
0055                          P255.42	225.00	96.800	21,780.00
1050 mm CULVERT PIPE, TYPE 4 OR 5	m	96.800	21,780.00
		0.000	0.00
		0.000	0.00
0056                          P255.54	270.00	51.000	13,770.00
1350 mm CULVERT PIPE, TYPE 4 OR 5	m	51.000	13,770.00
		0.000	0.00
		0.000	0.00
0057                          P300.24	60.00	154.100	9,246.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	154.100	9,246.00
		0.000	0.00
		0.000	0.00
0058                          P300.30	90.00	151.300	13,617.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	151.300	13,617.00
		4.500	405.00
		0.000	0.00
0059                          P300.36	100.00	42.200	4,220.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	42.200	4,220.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	624,199.50
		Current	624,199.50
		In place	12,836.19
		This Estimate	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 139+41
0060                          0030.40	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		1.000	15,000.00
0061                          4044.00	4,000.00	1.000	4,000.00
PREPARATION OF STRUCTURE	EACH	1.000	4,000.00
AT STA. 139+41		0.000	0.00
		0.000	0.00
0062                          4051.01	10.00	218.000	2,180.00
EXCAVATION FOR BOX CULVERTS	m3	218.000	2,180.00
		109.000	1,090.00
		0.000	0.00
0063                          4101.06	350.00	295.980	103,593.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	295.980	103,593.00
		136.413	47,744.55
		77.351	27,072.85
0064                          4151.00	1.45	19,834.000	28,759.30
REINFORCING STEEL FOR BOX CULVERT	kg	19,834.000	28,759.30
		9,520.320	13,804.46
		6,000.000	8,700.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 139+41		Contracted	153,532.30
		Current	153,532.30
		In place	77,639.01
		This Estimate	50,772.85
GROUP 9 BITUMINOUS
0065                          0002.55	22.50	401.500	9,033.75
OVERLAY BROKEN LINES	StaM	401.500	9,033.75
		0.000	0.00
		0.000	0.00
0066                          0002.60	22.50	803.000	18,067.50
OVERLAY SOLID LINES	StaM	803.000	18,067.50
		0.000	0.00
		0.000	0.00
0067                          0030.90	52,000.00	1.000	52,000.00
MOBILIZATION	LS	1.000	52,000.00
		0.000	0.00
		0.000	0.00
0068                          1020.03	8.00	83.000	664.00
DELINEATOR, TYPE III	EACH	83.000	664.00
		0.000	0.00
		0.000	0.00
0069                          1020.20	10.00	40.000	400.00
INSTALL CHEVRONS	EACH	40.000	400.00
		0.000	0.00
		0.000	0.00
0070                          2001.00	16.00	1,750.000	28,000.00
GRAVEL SURFACE COURSE	m3	1,750.000	28,000.00
		0.000	0.00
		0.000	0.00
0071                          2009.10	150.00	25.421	3,813.15
GRAVEL EMBEDMENT	StaM	25.421	3,813.15
		0.000	0.00
		0.000	0.00
0072                          2020.00	5.75	455.000	2,616.25
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	455.000	2,616.25
		0.000	0.00
		0.000	0.00
0073                          2021.00	40.00	7.000	280.00
MAILBOX POST	EACH	7.000	280.00
		0.000	0.00
		0.000	0.00
0074                          9000.75	17.25	200.000	3,450.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	200.000	3,450.00
SP2(12.5)		0.000	0.00
		0.000	0.00
0075                          9005.00	22.50	300.000	6,750.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	300.000	6,750.00
SP2(12.5)		0.000	0.00
		0.000	0.00
0076                          9005.30	20.00	46,100.000	922,000.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	46,100.000	922,000.00
		0.000	0.00
		0.000	0.00
0077                          9009.00	4.00	2,742.000	10,968.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	2,742.000	10,968.00
		0.000	0.00
		0.000	0.00
0078                          9009.75	20.35	5,990.000	121,896.50
TEMPORARY SURFACING	m2	5,990.000	121,896.50
		0.000	0.00
		0.000	0.00
0079                          9020.91	185.00	10.800	1,998.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	10.800	1,998.00
		0.000	0.00
		0.000	0.00
0080                          9021.01	185.00	2,505.600	463,536.00
PERFORMANCE GRADED BINDER (64-22)	Mg	2,505.600	463,536.00
		0.000	0.00
		0.000	0.00
0081                          9034.00	2.40	2,742.000	6,580.80
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	2,742.000	6,580.80
		0.000	0.00
		0.000	0.00
0082                          9053.00	0.38	86,860.000	33,006.80
TACK COAT	L	86,860.000	33,006.80
		0.000	0.00
		0.000	0.00
0083                          9111.00	2.40	1,448.000	3,475.20
WATER	kL	1,448.000	3,475.20
		0.000	0.00
		0.000	0.00
0084                          9170.00	95.00	295.599	28,081.91
EARTH SHOULDER CONSTRUCTION	StaM	295.599	28,081.91
		0.000	0.00
		0.000	0.00
0085                          9173.00	450.00	46.050	20,722.50
SUBGRADE PREPARATION	StaM	46.050	20,722.50
		0.000	0.00
		0.000	0.00
0086                          9173.15	70.00	153.500	10,745.00
TRENCHED WIDENING	StaM	153.500	10,745.00
		0.000	0.00
		0.000	0.00
0087                          9179.23	325.00	101.750	33,068.75
COLD MILLING, CLASS 3	StaM	101.750	33,068.75
		0.000	0.00
		0.000	0.00
0088                          9179.34	2.25	20,267.000	45,600.75
COLD MILLING, CLASS 4	m2	20,267.000	45,600.75
		0.000	0.00
		0.000	0.00
0089                          9300.52	4,500.00	1.000	4,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	4,500.00
		0.000	0.00
		0.000	0.00
0090                          L001.01	1,100.00	33.000	36,300.00
SEEDING, TYPE A	ha	33.000	36,300.00
		0.000	0.00
		0.000	0.00
0091                          L001.02	1,050.00	10.000	10,500.00
SEEDING, TYPE B	ha	10.000	10,500.00
		0.000	0.00
		0.000	0.00
0092                          L032.75	110.00	215.000	23,650.00
MULCH	Mg	215.000	23,650.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,901,704.86
		Current	1,901,704.86
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0093                          0001.08	0.50	27,020.000	13,510.00
BARRICADE, TYPE II	BDAY	27,020.000	13,510.00
		187.000	93.50
		66.000	33.00
0094                          0001.10	1.50	14,040.000	21,060.00
BARRICADE, TYPE III	BDAY	14,040.000	21,060.00
		431.000	646.50
		108.000	162.00
0095                          0001.75	2.00	720.000	1,440.00
TEMPORARY SIGN DAY	EACH	720.000	1,440.00
		0.000	0.00
		0.000	0.00
0096                          0001.90	0.35	21,228.000	7,429.80
SIGN DAY	EACH	21,228.000	7,429.80
		575.000	201.25
		138.000	48.30
0097                          0001.99	1.00	720.000	720.00
CONTRACTOR FURNISHED SIGN DAY	EACH	720.000	720.00
		0.000	0.00
		0.000	0.00
0098                          0002.30	2.50	1,500.000	3,750.00
PAVEMENT MARKING REMOVAL	m	1,500.000	3,750.00
		0.000	0.00
		0.000	0.00
0099                          0002.39	2.25	2,000.000	4,500.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	2,000.000	4,500.00
		0.000	0.00
		0.000	0.00
0100                          0002.47	1.00	2,000.000	2,000.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	2,000.000	2,000.00
		0.000	0.00
		0.000	0.00
0101                          0003.10	250.00	80.000	20,000.00
FLAGGING	DAY	80.000	20,000.00
		2.500	625.00
		1.500	375.00
0102                          0003.20	250.00	40.000	10,000.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	40.000	10,000.00
		0.000	0.00
		0.000	0.00
0103                          0010.04	4,500.00	1.000	4,500.00
FIELD OFFICE	EACH	1.000	4,500.00
		0.000	0.00
		0.000	0.00
0104                          0030.00	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		0.000	0.00
		0.000	0.00
0105                          9110.01	85.00	120.000	10,200.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	120.000	10,200.00
		0.000	0.00
		0.000	0.00
0106                          9110.02	75.00	40.000	3,000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	40.000	3,000.00
		0.000	0.00
		0.000	0.00
0107                          9110.03	55.00	120.000	6,600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	120.000	6,600.00
		0.000	0.00
		0.000	0.00
0108                          9110.06	55.00	80.000	4,400.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	80.000	4,400.00
		0.000	0.00
		0.000	0.00
0109                          9110.07	45.00	120.000	5,400.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	120.000	5,400.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	121,009.80
		Current	121,009.80
		In place	1,566.25
		This Estimate	618.30
Totals for contract		Contracted	4,347,919.62
		Current	4,347,919.62
		In place	136,682.95
		This Estimate	51,391.15