Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1809 CAPITAL CONTRACTORS, INC.
Contract ID:	8688
Estimate Number:	0015
Pay Period End Date:	11.24.2001

Contract Location:
SPRINGVIEW SOUTH	Estimate Type:	PROG

Contractor:
CAPITAL CONTRACTORS, INC.	Date Let:	01.11.2001
1001 N 9TH ST	Date Awarded:	01.18.2001
PO BOX 80098	Date Contract Executed:	02.08.2001
	Date Notice to Proceed:	02.08.2001
LINCOLN NE 68501	Date Work Began:	04.02.2001
Phone:	Date Physical Work Completed:
(402)476-1021	Date Accepted:
Escrow Agent:

Surety Co:
UNIVERSAL SURETY COMPANY

Counties
BROWN
KEYA PAHA

Project Number		PCT			Fed State Project Number		Description
80688 000		0.000			EACSTPD-183-4(108)		GR BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,171,225.87	$2,152,659.11	$18,566.76
$2,207,140.53	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,171,225.87	$2,152,659.11	$18,566.76
$2,204,241.60	Retainage	$-21,712.26	$-21,526.59	$-185.67
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
98.37%	Net Earnings	$2,149,513.61	$2,131,132.52	$18,381.09
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$13,500.00	$13,500.00	$.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	$-164.34	$-164.34	$.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	$13,335.66	$13,335.66	$.00
	Payment	$2,162,849.27	$2,144,468.18	$18,381.09
Project Manager			Div. Head/Dist. Eng.
Rudnick, Michael	11.30.2001		Kovar, Mark	11.30.2001
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.03.2001
Controller Div. Processed
Burling, Laurie	12.03.2001

		Detailed breakdown of stockpiled materials
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	6071.11	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	157,980.00	13-S-01
		STEEL SUPERSTURCTURE
0058	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	9,000.00	13-S-01
		STRUCTURAL STEEL FOR SUBSTRUCTURE
0104	6071.11	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	353,500.00	14-S-01
		STEEL SUPERSTRUCTURE
0105	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	6,450.00	14-S-01
		STRUCTURAL STEEL FOR SUBSTRUCTURE
		Total for estimate 0005:	526,930.00
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-9,000.00	13-S-01
		STRUCTURAL STEEL FOR SUBSTRUCTURE
0099	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	10,200.00	E20011
		Expansion Bearing TFE Type
		Total for estimate 0007:	1,200.00
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-157,980.00	13-S-01
		STEEL SUPERSTURCTURE
0104	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-88,375.00	14-S-01
		STEEL SUPERSTRUCTURE
		Total for estimate 0008:	-246,355.00
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0099	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-10,200.00	E20011
		Expansion Bearing TFE Type
0104	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-265,125.00	14-S-01
		STEEL SUPERSTRUCTURE
		Total for estimate 0009:	-275,325.00
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0105	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-6,450.00	14-S-01
		STRUCTURAL STEEL FOR SUBSTRUCTURE
		Total for estimate 0012:	-6,450.00
		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 L020.01	7.30	192.000	1,401.60
EROSION CONTROL, TYPE A	m2	192.000	1,401.60
		192.000	1,401.60
		0.000	0.00

0002 L020.07	3.50	3,441.000	12,043.50
EROSION CONTROL, TYPE B-1	m2	3,441.000	12,043.50
		3,441.000	12,043.50
		0.000	0.00

0003 L022.25	11.20	1,434.000	16,060.80
FABRIC SILT FENCE, TYPE COIR FIBER	m	1,434.000	16,060.80
		1,300.000	14,560.00
		0.000	0.00

0004 P402.15	100.00	77.000	7,700.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	77.000	7,700.00
		77.000	7,700.00
		0.000	0.00

0005 0030.10	23,000.00	1.000	23,000.00
MOBILIZATION	LS	1.000	23,000.00
		1.000	23,000.00
		0.000	0.00

0006 1009.00	1,000.00	1.000	1,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00

0007 1011.00	1.79	745.000	1,333.55
WATER	kL	745.000	1,333.55
		0.000	0.00
		0.000	0.00

0008 1012.00	74.00	10.000	740.00
RIGHT-OF-WAY MARKERS	EACH	10.000	740.00
		13.000	962.00
		0.000	0.00

0009 1030.00	4.80	18,416.000	88,396.80
EARTHWORK MEASURED IN EMBANKMENT	m3	18,416.000	88,396.80
		18,416.000	88,396.80
		0.000	0.00

0010 1040.00	0.47	21,240.000	9,982.80
SLOPE PROTECTION	m2	21,240.000	9,982.80
		26,510.100	12,459.75
		0.000	0.00

0011 1040.06	80.00	24.000	1,920.00
SLOPE PROTECTION MULCH	Mg	24.000	1,920.00
		26.816	2,145.28
		0.000	0.00

0012 1102.00	2.86	2,867.000	8,199.62
REMOVE ASPHALT SURFACE	m2	2,867.000	8,199.62
		2,867.000	8,199.62
		0.000	0.00

0013 1109.00	5.00	84.000	420.00
REMOVE CURB	m	84.000	420.00
		84.000	420.00
		0.000	0.00

0014 1120.00	400.00	7.000	2,800.00
REMOVE DISCHARGE STRUCTURE	EACH	7.000	2,800.00
		7.000	2,800.00
		0.000	0.00

0015 3075.11	34.50	575.000	19,837.50
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	575.000	19,837.50
		575.000	19,837.50
		0.000	0.00

0016 3075.45	48.65	2,047.000	99,586.55
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	2,047.000	99,586.55
		2,120.600	103,167.19
		0.000	0.00

0017 4024.73	2,500.00	4.000	10,000.00
CONCRETE FLUME, TYPE IV	EACH	4.000	10,000.00
		4.000	10,000.00
		0.000	0.00

0018 7017.00	7.20	1,181.000	8,503.20
REMOVE GUARDRAIL	m	1,181.000	8,503.20
		1,181.000	8,503.20
		0.000	0.00

0019 8029.84	2.10	2,835.000	5,953.50
BITUMINOUS FOUNDATION COURSE 100 mm	m2	2,835.000	5,953.50
		2,835.000	5,953.50
		0.000	0.00

0020 9110.01	60.00	40.000	2,400.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	40.000	2,400.00
		0.000	0.00
		0.000	0.00

0021 9110.03	50.00	40.000	2,000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	40.000	2,000.00
		0.000	0.00
		0.000	0.00

0022 9110.07	45.00	40.000	1,800.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	40.000	1,800.00
		0.000	0.00
		0.000	0.00

0023 9170.00	180.00	5.484	987.12
EARTH SHOULDER CONSTRUCTION	StaM	5.484	987.12
		5.484	987.12
		5.484	987.12

0024 9173.20	2.30	2,835.000	6,520.50
SUBGRADE PREPARATION	m2	2,835.000	6,520.50
		2,835.000	6,520.50
		0.000	0.00

0025 9188.50	15.00	205.000	3,075.00
SURFACING UNDER GUARDRAIL	m2	205.000	3,075.00
		205.000	3,075.00
		0.000	0.00

GROUP 1 GRADING		Contracted	335,662.04
		Current	335,662.04
		In place	333,132.56
		This Estimate	987.12

GROUP 6A BRIDGE AT STA. 102+51.50
0046 0030.60	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0047 1010.01	15.00	341.000	5,115.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	341.000	5,115.00
		341.000	5,115.00
		0.000	0.00

0048 1043.50	3.00	2,400.000	7,200.00
RIPRAP FILTER FABRIC	m2	2,400.000	7,200.00
		2,400.000	7,200.00
		0.000	0.00

0049 3050.15	275.00	115.600	31,790.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	115.600	31,790.00
		115.600	31,790.00
		0.000	0.00

0050 3051.10	1.25	7,647.000	9,558.75
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,647.000	9,558.75
		7,647.000	9,558.75
		0.000	0.00

0051 6000.10	6,000.00	1.000	6,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00

0052 6000.11	6,000.00	1.000	6,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00

0053 6005.60	600.00	8.000	4,800.00
ELASTOMERIC BEARING	EACH	8.000	4,800.00
		8.000	4,800.00
		0.000	0.00

0054 6010.22	375.00	114.000	42,750.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	114.000	42,750.00
		114.000	42,750.01
		0.000	0.00

0055 6010.26	385.00	194.000	74,690.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	194.000	74,690.00
		194.000	74,690.00
		0.000	0.00

0056 6040.00	35,000.00	1.000	35,000.00
REMOVE STRUCTURE	EACH	1.000	35,000.00
AT STA. 102+46.5		1.000	35,000.00
		0.000	0.00

0057 6071.11	185,000.00	1.000	185,000.00
STEEL SUPERSTRUCTURE	LS	1.000	185,000.00
AT STA. 102+51.5		1.000	185,000.00
		0.000	0.00

0058 6080.00	4.00	3,305.000	13,220.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	3,305.000	13,220.00
		3,305.000	13,220.00
		0.000	0.00

0059 6104.00	28.00	1,920.500	53,774.00
BROKEN CONCRETE RIPRAP	Mg	1,920.500	53,774.00
		1,920.500	53,774.01
		581.687	16,287.24

0060 6131.50	1.25	20,004.000	25,005.00
EPOXY COATED REINFORCING STEEL	kg	20,004.000	25,005.00
		20,004.000	25,005.00
		0.000	0.00

0061 6139.50	35.00	55.500	1,942.50
SUBSURFACE DRAINAGE MATTING	m2	55.500	1,942.50
		55.500	1,942.50
		0.000	0.00

0062 6210.50	100.00	524.000	52,400.00
PIPE PILING	m	524.000	52,400.00
		459.360	45,936.00
		0.000	0.00

0063 6310.00	125.00	257.900	32,237.50
STEEL SHEET PILING	m2	257.900	32,237.50
		257.900	32,237.50
		0.000	0.00

0064 8091.00	35.00	215.000	7,525.00
GRANULAR BACKFILL	m3	215.000	7,525.00
		215.000	7,525.00
		0.000	0.00

4001 6210.60	60.00	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	25.000	1,500.00
PILE CUTOFF FOR PIPE PILING		64.640	3,878.40
		0.000	0.00

4002 6020.06	579.93	0.000	0.00
REINFORCING STEEL FOR BRIDGES	LS	1.000	579.93
Invoice #464358 Perrett Const.		0.000	0.00
		0.000	0.00

GROUP 6A BRIDGE AT STA. 102+51.50		Contracted	604,007.75
		Current	606,087.68
		In place	601,422.17
		This Estimate	16,287.24

GROUP 6C BRIDGE AT STA. 12+64.0
0089 0030.60	85,000.00	1.000	85,000.00
MOBILIZATION	LS	1.000	85,000.00
		1.000	85,000.00
		0.000	0.00

0090 1010.01	5.00	1,050.000	5,250.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,050.000	5,250.00
		1,050.000	5,250.00
		0.000	0.00

0091 1043.50	2.00	656.000	1,312.00
RIPRAP FILTER FABRIC	m2	656.000	1,312.00
		656.000	1,312.00
		0.000	0.00

0092 3050.15	325.00	116.000	37,700.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	116.000	37,700.00
		116.000	37,700.00
		0.000	0.00

0093 3051.10	1.10	7,605.000	8,365.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,605.000	8,365.50
		7,605.000	8,365.50
		0.000	0.00

0094 6000.10	10,000.00	1.000	10,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0095 6000.11	10,000.00	1.000	10,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0096 6000.60	35,000.00	1.000	35,000.00
PIER NO.1 EXCAVATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00

0097 6000.61	35,000.00	1.000	35,000.00
PIER NO.2 EXCAVATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00

0098 6005.35	150.00	23.000	3,450.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	23.000	3,450.00
		23.000	3,450.00
		0.000	0.00

0099 6005.78	850.00	12.000	10,200.00
EXPANSION BEARING, TFE TYPE	EACH	12.000	10,200.00
		12.000	10,200.00
		0.000	0.00

0100 6005.83	950.00	4.000	3,800.00
FIXED BEARING	EACH	4.000	3,800.00
		4.000	3,800.00
		0.000	0.00

0101 6010.22	385.00	233.400	89,859.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	233.400	89,859.00
		233.400	89,859.00
		0.000	0.00

0102 6010.26	395.00	379.600	149,942.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	379.600	149,942.00
		379.600	149,942.00
		0.000	0.00

0103 6040.00	96,375.00	1.000	96,375.00
REMOVE STRUCTURE	EACH	1.000	96,375.00
AT STA. 12+56.4		1.000	96,375.00
		0.000	0.00

0104 6071.11	400,000.00	1.000	400,000.00
STEEL SUPERSTRUCTURE	LS	1.000	400,000.00
AT STA. 12+64.0		1.000	400,000.00
		0.000	0.00

0105 6080.00	6.00	1,365.000	8,190.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,365.000	8,190.00
		1,365.000	8,190.00
		0.000	0.00

0106 6104.00	17.00	556.000	9,452.00
BROKEN CONCRETE RIPRAP	Mg	556.000	9,452.00
		139.000	2,363.00
		0.000	0.00

0107 6105.02	35.00	384.000	13,440.00
ROCK RIPRAP, TYPE B	Mg	384.000	13,440.00
		0.000	0.00
		0.000	0.00

0108 6131.50	1.15	57,580.000	66,217.00
EPOXY COATED REINFORCING STEEL	kg	57,580.000	66,217.00
		57,580.000	66,217.01
		0.000	0.00

0109 6139.50	40.00	48.000	1,920.00
SUBSURFACE DRAINAGE MATTING	m2	48.000	1,920.00
		48.000	1,920.00
		0.000	0.00

0110 6210.12	65.00	1,325.500	86,157.50
HP 250 mm X 62 kg STEEL PILING	m	1,325.500	86,157.50
		1,262.690	82,074.85
		0.000	0.00

0111 6310.00	105.00	186.800	19,614.00
STEEL SHEET PILING	m2	186.800	19,614.00
		186.800	19,614.00
		0.000	0.00

0112 8091.00	50.00	185.000	9,250.00
GRANULAR BACKFILL	m3	185.000	9,250.00
		185.000	9,250.00
		0.000	0.00

4000 6210.59	39.00	0.000	0.00
PILE CUT-OFF	m	21.000	819.00
PILE CUTOFF FOR HP250 X 62 GROUP 6C		62.880	2,452.32
		0.000	0.00

GROUP 6C BRIDGE AT STA. 12+64.0		Contracted	1,195,494.00
		Current	1,196,313.00
		In place	1,173,334.68
		This Estimate	0.00

GROUP 7 GUARDRAIL
0113 0030.70	1,200.00	1.000	1,200.00
MOBILIZATION	LS	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00

0114 7011.20	44.41	152.360	6,766.31
W-BEAM GUARDRAIL	m	152.360	6,766.31
		152.360	6,766.31
		0.000	0.00

0115 7020.00	1,081.00	8.000	8,648.00
BRIDGE APPROACH SECTIONS	EACH	8.000	8,648.00
		8.000	8,648.00
		0.000	0.00

0116 7021.70	1,601.00	4.000	6,404.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,404.00
		4.000	6,404.00
		0.000	0.00

0117 7024.25	1,945.00	4.000	7,780.00
GUARDRAIL END TREATMENT, TYPE 1	EACH	4.000	7,780.00
		4.000	7,780.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	30,798.31
		Current	30,798.31
		In place	30,798.31
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0118 0001.08	0.50	210.000	105.00
BARRICADE, TYPE II	BDAY	210.000	105.00
		0.000	0.00
		0.000	0.00

0119 0001.10	2.00	3,986.000	7,972.00
BARRICADE, TYPE III	BDAY	3,986.000	7,972.00
		4,393.000	8,786.00
		54.000	108.00

0120 0001.30	2.25	474.000	1,066.50
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	474.000	1,066.50
		935.000	2,103.75
		36.000	81.00

0121 0001.90	0.50	7,072.000	3,536.00
SIGN DAY	EACH	7,072.000	3,536.00
		4,180.000	2,090.00
		90.000	45.00

0122 0003.10	150.00	42.000	6,300.00
FLAGGING	DAY	42.000	6,300.00
		4.000	600.00
		4.000	600.00

0123 0010.04	3,500.00	1.000	3,500.00
FIELD OFFICE	EACH	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00

0124 0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		573.000	458.40
		573.000	458.40

0125 0030.10	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	38,279.50
		Current	38,279.50
		In place	32,538.15
		This Estimate	1,292.40

Totals for contract		Contracted	2,204,241.60
		Current	2,207,140.53
		In place	2,171,225.87
		This Estimate	18,566.76