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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1613 COLLINS CONTRACTING COMPANY, INC./M. E.
Contract ID:	1893
Estimate Number:	0027
Pay Period End Date:	12.23.2002

Contract Location:
PAWNEE CITY WEST	Estimate Type:	FINL
Contractor:
COLLINS CONTRACTING COMPANY, INC./M. E.	Date Let:	01.13.2000
980 E 25TH ST	Date Awarded:	01.20.2000
PO BOX 83	Date Contract Executed:	01.31.2000
	Date Notice to Proceed:	01.31.2000
WAHOO NE 68066	Date Work Began:	03.07.2000
Phone:	Date Physical Work Completed:
(402)443-3663	Date Accepted:	08.21.2001
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
PAWNEE

Project Number		PCT			Fed State Project Number		Description
11893 000B		0.000			S-8-7(1009)		GR CULV

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,028,630.16	$1,026,497.16	$2,133.00
$1,083,927.02	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,028,630.16	$1,026,497.16	$2,133.00
$822,424.95	Retainage	$.00	$-10,264.97	$10,264.97
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
94.90%	Net Earnings	$1,028,630.16	$1,016,232.19	$12,397.97
	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	$1,028,630.16	$1,016,232.19	$12,397.97
Project Manager			Div. Head/Dist. Eng.
Hitzeman, Don	12.23.2002		Sklenar, Michael J	12.23.2002
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	02.05.2003		Hall, David	02.05.2003
Controller Div. Processed
Harring, Joyce	02.18.2003

		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                          L006.50	312.86	0.300	93.86
TEMPORARY SEEDING	ha	0.300	93.86
		0.000	0.00
		0.000	0.00
0002                          L020.01	6.54	1,480.000	9,679.20
EROSION CONTROL, TYPE A	m2	2,888.160	18,888.57
		2,888.160	18,888.57
		0.000	0.00
0003                          L020.09	8.42	1,023.000	8,613.66
EROSION CONTROL, TYPE AAA	m2	1,023.000	8,613.66
		441.040	3,713.56
		0.000	0.00
0004                          L020.10	1.80	170.500	306.90
EROSION CONTROL, TYPE HV	m2	6,396.740	11,514.13
		6,396.740	11,514.13
		0.000	0.00
0005                          L021.01	31.29	18.000	563.22
EROSION CHECKS, TYPE A	BALE	211.000	6,602.19
		211.000	6,602.19
		0.000	0.00
0006                          L021.11	36.50	30.000	1,095.00
EROSION CHECKS, TYPE ST-A	BALE	306.000	11,169.00
		306.000	11,169.00
		0.000	0.00
0007                          L021.15	36.50	72.000	2,628.00
EROSION CHECKS, TYPE ST-HV	BALE	72.000	2,628.00
		0.000	0.00
		0.000	0.00
0008                          L021.21	41.71	30.000	1,251.30
EROSION CHECKS, TYPE AA	BALE	30.000	1,251.30
		0.000	0.00
		0.000	0.00
0009                          L022.11	7.72	1,960.200	15,132.74
FABRIC SILT FENCE-LOW POROSITY	m	1,960.200	15,132.74
		1,316.340	10,162.14
		0.000	0.00
0010                          L022.75	17.21	375.000	6,453.75
TEMPORARY SILT CHECK	m	375.000	6,453.75
		0.000	0.00
		0.000	0.00
0011                          P300.72	159.81	82.400	13,168.34
1800 mm CULVERT PIPE, TYPE 3,4 OR 5	m	82.400	13,168.34
		82.400	13,168.34
		0.000	0.00
0012                          0001.10	1.06	2,244.000	2,378.64
BARRICADE, TYPE III	BDAY	6,727.000	7,130.62
		6,727.000	7,130.62
		0.000	0.00
0013                          0001.30	1.38	448.000	618.24
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,200.000	1,656.00
		1,200.000	1,656.00
		0.000	0.00
0014                          0001.90	0.53	2,988.000	1,583.64
SIGN DAY	EACH	5,638.000	2,988.14
		5,638.000	2,988.14
		0.000	0.00
0015                          0010.04	1,987.51	1.000	1,987.51
FIELD OFFICE	EACH	1.000	1,987.51
		1.000	1,987.51
		0.000	0.00
0016                          0030.10	16,244.66	1.000	16,244.66
MOBILIZATION	LS	1.000	16,244.66
		1.000	16,244.66
		0.000	0.00
0017                          1009.00	30,516.28	1.000	30,516.28
GENERAL CLEARING AND GRUBBING	LS	1.000	30,516.28
		1.000	30,516.29
		0.000	0.00
0018                          1010.00	1.60	78,081.000	124,929.60
EXCAVATION	m3	37,291.000	59,665.60
		37,291.000	59,665.60
		0.000	0.00
0019                          1010.10	3.05	68,321.000	208,379.05
EXCAVATION, BORROW	m3	43,917.000	133,946.85
		43,917.000	133,946.85
		0.000	0.00
0020                          1011.00	1.32	2,730.000	3,603.60
WATER	kL	2,730.000	3,603.60
		0.000	0.00
		0.000	0.00
0021                          1012.00	62.56	84.000	5,255.04
RIGHT-OF-WAY MARKERS	EACH	125.000	7,820.00
		125.000	7,820.00
		0.000	0.00
0022                          1089.99	712.05	1.000	712.05
ABANDON WELLS	EACH	2.000	1,424.10
		2.000	1,424.10
		0.000	0.00
0023                          1113.00	203.44	1.000	203.44
REMOVE STEP	EACH	1.000	203.44
		1.000	203.44
		0.000	0.00
0024                          1124.00	1,525.81	1.000	1,525.81
REMOVE BUILDING	EACH	1.000	1,525.81
AT STA. 424+50 RT.		1.000	1,525.81
		0.000	0.00
0025                          1125.00	1,017.21	1.000	1,017.21
CLEAR TRACT	EACH	1.000	1,017.21
AT STA. 424+40 TO 424+59 RT.		1.000	1,017.21
		0.000	0.00
0026                          1701.24	23.73	301.500	7,154.60
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	301.500	7,154.60
		250.000	5,932.51
		0.000	0.00
0027                          1701.30	86.67	40.500	3,510.14
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	40.500	3,510.14
		40.500	3,510.14
		0.000	0.00
0028                          2001.03	12.03	2,453.000	29,509.59
GRAVEL SURFACE COURSE	Mg	2,453.000	29,509.59
		1,971.175	23,713.24
		0.000	0.00
0029                          2002.00	12.03	699.000	8,408.97
FURNISH GRAVEL	Mg	699.000	8,408.97
		695.690	8,369.15
		0.000	0.00
0030                          2009.10	525.00	3.265	1,714.13
GRAVEL EMBEDMENT	StaM	3.265	1,714.13
		3.265	1,714.13
		0.000	0.00
0031                          2010.03	10.53	816.000	8,592.48
CRUSHED ROCK SURFACE COURSE	Mg	974.941	10,266.13
		974.941	10,266.13
		0.000	0.00
0032                          2017.05	10.54	226.000	2,382.04
FURNISH CRUSHED ROCK	Mg	226.000	2,382.04
		182.638	1,925.00
		0.000	0.00
0033                          2020.00	5.09	819.000	4,168.71
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	819.000	4,168.71
		0.000	0.00
		0.000	0.00
0034                          4040.00	134.63	2.000	269.26
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	269.26
		2.000	269.26
		0.000	0.00
0035                          7017.00	4.07	152.000	618.64
REMOVE GUARDRAIL	m	152.000	618.64
		152.000	618.64
		0.000	0.00
0036                          8005.75	0.92	24,570.000	22,604.40
SALVAGING CRUSHED ROCK BASE COURSE	m2	24,570.000	22,604.40
		23,660.000	21,767.20
		0.000	0.00
0037                          9110.01	66.12	10.000	661.20
RENTAL OF LOADER, FULLY OPERATED	HOUR	32.000	2,115.84
		32.000	2,115.84
		0.000	0.00
0038                          9110.03	50.86	10.000	508.60
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	508.60
		6.000	305.16
		0.000	0.00
0039                          9110.07	45.77	10.000	457.70
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	457.70
		6.500	297.51
		0.000	0.00
0040                          9179.24	1,058.82	27.000	28,588.14
COLD MILLING, CLASS 4	StaM	27.138	28,734.26
		27.138	28,734.26
		0.000	0.00
0402                          7050.02	1,350.00	0.000	0.00
ADDITIONAL COMPENSATION	LS	1.000	1,350.00
Additional coverage requested by BNSF Railroad for Railroad protective liability insurance.		1.000	1,350.00
		0.000	0.00
0406                          9009.77	15.75	0.000	0.00
TEMPORARY SURFACING	Mg	3,119.573	49,133.27
Temporary Crushed Rock Surfacing Course		3,119.573	49,133.28
		0.000	0.00
0409                          1010.00	3.07	0.000	0.00
EXCAVATION	m3	39,420.000	121,019.40
Half-Width Excavation		39,420.000	121,019.40
		0.000	0.00
0410                          1010.10	4.58	0.000	0.00
EXCAVATION, BORROW	m3	25,845.000	118,370.10
Half-Width Excavation		25,845.000	118,370.10
		0.000	0.00
0411                          1010.00	1.92	0.000	0.00
EXCAVATION	m3	3,776.000	7,249.92
Half-Width Excavation		3,776.000	7,249.92
		0.000	0.00
0412                          0030.02	5,250.00	0.000	0.00
REMOBILIZATION	LS	1.000	5,250.00
Remobilization		1.000	5,250.00
		0.000	0.00
0424                          9110.11	68.25	0.000	0.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	10.000	682.50
Rental of Dozer, Fully Operated		10.000	682.50
		0.000	0.00
0425                          9110.12	78.75	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	4.000	315.00
Rental of Scraper, Fully Operated		4.000	315.00
		0.000	0.00
0426                          9110.02	84.00	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	6.000	504.00
Rental of Blade		6.000	504.00
		0.000	0.00
0428                          3900.20	300.00	0.000	0.00
ADDITIONAL COST	LS	1.000	300.00
Third Railroad Insurance Coverage Extension		1.000	300.00
		1.000	300.00
0901                          1900.01	1.00	0.000	0.00
FUEL COST ADJUSTMENT	m3	4,776.520	4,776.52
		4,776.520	4,776.52
		0.000	0.00
602                           0096.00	-2,133.00	0.000	0.00
DEDUCTION	LS	1.000	-2,133.00
Deduction for Signs Damaged & Not Returned		0.000	0.00
		-1.000	2,133.00
GROUP 1 GRADING		Contracted	577,089.33
		Current	794,486.07
		In place	759,833.05
		This Estimate	2,433.00
GROUP 4 CULVERTS
0041                          P300.30	93.40	24.500	2,288.30
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	25.000	2,335.00
		25.000	2,335.00
		0.000	0.00
0042                          P300.42	128.60	7.500	964.50
1050 mm CULVERT PIPE, TYPE 3,4 OR 5	m	7.500	964.50
		7.000	900.20
		0.000	0.00
0043                          P400.24	109.10	232.000	25,311.20
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	232.000	25,311.20
		195.500	21,329.05
		0.000	0.00
0044                          P400.30	135.10	13.000	1,756.30
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	15.000	2,026.50
		15.000	2,026.50
		0.000	0.00
0045                          P402.24	77.90	71.500	5,569.85
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	85.500	6,660.45
		85.500	6,660.45
		0.000	0.00
0046                          0030.40	9,976.80	1.000	9,976.80
MOBILIZATION	LS	1.000	9,976.80
		1.000	9,976.80
		0.000	0.00
0047                          4040.00	139.70	15.000	2,095.50
REMOVE HEADWALLS FROM CULVERTS	EACH	15.000	2,095.50
		15.000	2,095.50
		0.000	0.00
0048                          4044.00	1,197.20	1.000	1,197.20
PREPARATION OF STRUCTURE	EACH	1.000	1,197.20
AT STA. 390+98.8		1.000	1,197.20
		0.000	0.00
0049                          4044.01	798.10	1.000	798.10
PREPARATION OF STRUCTURE	EACH	1.000	798.10
AT STA. 399+02.6		1.000	798.10
		0.000	0.00
0050                          4044.02	4,988.40	1.000	4,988.40
PREPARATION OF STRUCTURE	EACH	1.000	4,988.40
AT STA. 406+26.1		1.000	4,988.40
		0.000	0.00
0051                          4050.01	9.30	971.000	9,030.30
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,003.000	9,327.90
		1,003.000	9,327.90
		0.000	0.00
0052                          4051.01	16.00	90.000	1,440.00
EXCAVATION FOR BOX CULVERTS	m3	160.075	2,561.20
		160.075	2,561.21
		0.000	0.00
0053                          4101.06	365.80	276.930	101,300.99
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	277.670	101,571.69
		277.670	101,571.69
		0.000	0.00
0054                          4151.00	1.27	15,806.000	20,073.62
REINFORCING STEEL FOR BOX CULVERT	kg	17,208.000	21,854.16
		17,208.000	21,854.16
		0.000	0.00
0055                          4310.24	207.50	8.000	1,660.00
600 mm FLARED-END SECTION	EACH	12.000	2,490.00
		12.000	2,490.00
		0.000	0.00
0056                          4310.30	273.60	6.000	1,641.60
750 mm FLARED-END SECTION	EACH	6.000	1,641.60
		6.000	1,641.60
		0.000	0.00
0057                          4310.42	549.30	1.000	549.30
1050 mm FLARED-END SECTION	EACH	1.000	549.30
		1.000	549.30
		0.000	0.00
0403                          1905.00	2,386.49	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	LS	1.000	2,386.49
600 mm pipe and flared end sections taken into state stock.		1.000	2,386.49
		0.000	0.00
0404                          P150.36	162.10	0.000	0.00
900 mm CULVERT PIPE, TYPE 5	m	40.000	6,484.00
		40.000	6,484.00
		0.000	0.00
0405                          4460.36	390.00	0.000	0.00
900 mm CONCRETE FLARED-END SECTION	EACH	2.000	780.00
		2.000	780.00
		0.000	0.00
0413                          4039.20	60.00	0.000	0.00
REMOVE AND RELAY CULVERT PIPE	m	14.000	840.00
600mm Culvert Pipe Removed and Relaid		14.000	840.00
		0.000	0.00
0414                          4035.90	175.00	0.000	0.00
REMOVE AND REINSTALL FLARED-END SECTION	EACH	2.000	350.00
600mm FES removed and reinstalled		2.000	350.00
		0.000	0.00
0415                          4043.00	30.00	0.000	0.00
REMOVE CULVERT PIPE	m	13.000	390.00
Remove 600mm Culvert Pipe		13.000	390.00
		0.000	0.00
0416                          4035.00	75.00	0.000	0.00
REMOVE FLARED-END SECTION	EACH	2.000	150.00
Remove 600mm FES		2.000	150.00
		0.000	0.00
0417                          0030.02	1,500.00	0.000	0.00
REMOBILIZATION	LS	1.000	1,500.00
Remobilization		1.000	1,500.00
		0.000	0.00
0418                          1102.00	4.00	0.000	0.00
REMOVE ASPHALT SURFACE	m2	1,364.000	5,456.00
Remove Asphalt Surface from Intersections & Drives		1,287.000	5,148.00
		0.000	0.00
0419                          1136.10	525.00	0.000	0.00
REMOVE	LS	1.000	525.00
Remove and Reinstall Driveway Culvert Pipe		1.000	525.00
		0.000	0.00
0420                          6105.02	26.25	0.000	0.00
ROCK RIPRAP, TYPE B	Mg	102.460	2,689.58
Placing Rock Riprap, Type B		102.460	2,689.58
		0.000	0.00
0421                          1050.01	236.25	0.000	0.00
LINEAR GRADING	StaM	28.830	6,811.09
LINEAR GRADING - DITCH & DIKE CONSTRUCTION		28.830	6,811.09
		0.000	0.00
0423                          1320.24	30.17	0.000	0.00
600 mm CORRUGATED METAL PIPE FOR DRIVEWAY CULVERT PIPE	m	65.000	1,961.05
Delivered, Not Incorporated		65.000	1,961.05
		0.000	0.00
601                           4051.10	36.58	0.000	0.00
GRANULAR BACKFILL FOR BOX CULVERT	m3	103.842	3,798.54
Sec. 702.05, Para. 6a.		103.842	3,798.54
		0.000	0.00
GROUP 4 CULVERTS		Contracted	190,641.96
		Current	230,471.24
		In place	226,116.81
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 384+02.2
0058                          0030.40	4,988.40	1.000	4,988.40
MOBILIZATION	LS	1.000	4,988.40
		1.000	4,988.40
		0.000	0.00
0059                          4044.03	3,990.70	1.000	3,990.70
PREPARATION OF STRUCTURE	EACH	1.000	3,990.70
AT STA. 384+02.2		1.000	3,990.70
		0.000	0.00
0060                          4051.01	29.90	54.000	1,614.60
EXCAVATION FOR BOX CULVERTS	m3	54.000	1,614.60
		45.767	1,368.43
		0.000	0.00
0061                          4101.06	365.80	101.010	36,949.46
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	101.010	36,949.46
		62.429	22,836.53
		0.000	0.00
0062                          4151.00	1.26	5,675.000	7,150.50
REINFORCING STEEL FOR BOX CULVERT	kg	5,675.000	7,150.50
		4,143.000	5,220.18
		0.000	0.00
0407                          1905.00	3,633.06	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	LS	1.000	3,633.06
Reinforcing box culvert steel, delivered but not incorporated. Taken into State stock.		1.000	3,633.06
		0.000	0.00
0408                          0095.00	343.00	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	343.00
Trucking of reordered reinforcing steel for box culvert at sta. 384+02.2 to project from the supplier.		1.000	343.00
		0.000	0.00
0422                          3900.20	300.00	0.000	0.00
ADDITIONAL COST	LS	1.000	300.00
Railroad Insurance Coverage Extension		1.000	300.00
		-1.000	-300.00
GROUP 4A CULVERT AT STA. 384+02.2		Contracted	54,693.66
		Current	58,969.72
		In place	42,680.30
		This Estimate	-300.00
Totals for contract		Contracted	822,424.95
		Current	1,083,927.03
		In place	1,028,630.16
		This Estimate	2,133.00