Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0880 CHRISTENSEN BROS., INC.
Contract ID:	8706
Estimate Number:	0013
Pay Period End Date:	11.23.2002

Contract Location:
NAPER SOUTHWEST	Estimate Type:	PROG
Contractor:
CHRISTENSEN BROS., INC.	Date Let:	02.07.2002
644 RIVER ROAD	Date Awarded:	03.01.2002
PO BOX 478	Date Contract Executed:	03.26.2002
	Date Notice to Proceed:	03.26.2002
CHEROKEE IA 51012	Date Work Began:	04.04.2002
Phone:	Date Physical Work Completed:
(712)225-6146	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
BOYD

Project Number		PCT			Fed State Project Number		Description
80706 000B		0.000			BRO-7008(9)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$652,183.22	$644,502.62	$7,680.60
$651,885.00	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$652,183.22	$644,502.62	$7,680.60
$651,201.80	Retainage	$-6,521.83	$-6,445.03	$-76.80
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.05%	Net Earnings	$645,661.39	$638,057.59	$7,603.80
	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	$248.20	$248.20	$.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	$248.20	$248.20	$.00
	Payment	$645,909.59	$638,305.79	$7,603.80
Project Manager			Div. Head/Dist. Eng.
Colfack, Gene	11.26.2002		Kovar, Mark	11.26.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	11.27.2002
Controller Div. Processed
Burling, Laurie	11.27.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	6071.12	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	60,049.24	6706
		NW36" Girders
		Total for estimate 0002:	60,049.24
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	6071.12	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-60,049.24	6706
		NW36" Girders
		Total for estimate 0008:	-60,049.24
		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. 4+30
0001                          L006.00	400.00	2.000	800.00
COVER CROP SEEDING	ACRE	2.000	800.00
		0.000	0.00
		0.000	0.00
0002                          0001.10	2.60	1,392.000	3,619.20
BARRICADE, TYPE III	BDAY	1,392.000	3,619.20
		334.000	868.40
		28.000	72.80
0003                          0001.30	2.10	348.000	730.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	348.000	730.80
		334.000	701.40
		28.000	58.80
0004                          0001.90	0.50	1,740.000	870.00
SIGN DAY	EACH	1,740.000	870.00
		1,169.000	584.50
		98.000	49.00
0005                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.000	0.00
0006                          1000.00	110.00	1.000	110.00
LARGE TREE REMOVAL	EACH	1.000	110.00
		6.000	660.00
		0.000	0.00
0007                          1009.00	120.00	1.000	120.00
GENERAL CLEARING AND GRUBBING	LS	1.000	120.00
		1.000	120.00
		0.000	0.00
0008                          1011.00	10.00	105.000	1,050.00
WATER	MGAL	105.000	1,050.00
		0.000	0.00
		0.000	0.00
0009                          1030.00	4.30	6,978.000	30,005.40
EARTHWORK MEASURED IN EMBANKMENT	CY	6,978.000	30,005.40
		6,978.000	30,005.40
		0.000	0.00
0010                          1043.50	2.00	470.000	940.00
RIPRAP FILTER FABRIC	SY	470.000	940.00
		470.000	940.00
		0.000	0.00
0011                          1300.18	20.00	48.000	960.00
18" DRIVEWAY CULVERT PIPE	LF	48.000	960.00
		46.000	920.00
		0.000	0.00
0012                          4050.01	16.00	38.000	608.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	38.000	608.00
		38.000	608.00
		0.000	0.00
0013                          4310.18	180.00	2.000	360.00
18" FLARED-END SECTION	EACH	2.000	360.00
		2.000	360.00
		0.000	0.00
0014                          4350.18	20.00	46.000	920.00
18" CORRUGATED METAL PIPE	LF	46.000	920.00
		52.000	1,040.00
		0.000	0.00
0015                          4360.18	200.00	2.000	400.00
18" METAL FLARED-END SECTION	EACH	2.000	400.00
		2.000	400.00
		0.000	0.00
0016                          6000.10	8,000.00	1.000	8,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0017                          6000.11	8,000.00	1.000	8,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0018                          6001.50	30,000.00	1.000	30,000.00
BENT NO.1 EXCAVATION	LS	1.000	30,000.00
		1.000	30,000.00
		0.000	0.00
0019                          6001.51	30,000.00	1.000	30,000.00
BENT NO.2 EXCAVATION	LS	1.000	30,000.00
		1.000	30,000.00
		0.000	0.00
0020                          6005.60	1,200.00	24.000	28,800.00
ELASTOMERIC BEARING	EACH	24.000	28,800.00
		24.000	28,800.00
		0.000	0.00
0021                          6010.22	310.00	203.000	62,930.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	203.000	62,930.00
		207.000	64,170.00
		0.000	0.00
0022                          6010.26	270.00	292.000	78,840.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	292.000	78,840.00
		292.000	78,840.00
		0.000	0.00
0023                          6020.00	0.60	60,614.000	36,368.40
REINFORCING STEEL FOR BRIDGE	LB	60,614.000	36,368.40
		60,727.000	36,436.20
		0.000	0.00
0024                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 4+85 100' RT.		1.000	10,000.00
		0.750	7,500.00
0025                          6071.12	160,000.00	1.000	160,000.00
STEEL SUPERSTRUCTURE	LS	1.000	160,000.00
AT STA. 4+30		1.000	160,000.00
		0.000	0.00
0026                          6080.00	6.00	620.000	3,720.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	620.000	3,720.00
		1,097.000	6,582.00
		0.000	0.00
0027                          6105.02	32.00	650.000	20,800.00
ROCK RIPRAP, TYPE B	TON	650.000	20,800.00
		662.940	21,214.08
		0.000	0.00
0028                          6210.12	20.00	2,860.000	57,200.00
HP 10"X42# STEEL PILING	LF	2,860.000	57,200.00
		2,860.000	57,200.00
		0.000	0.00
0029                          6951.12	2.50	2,340.000	5,850.00
SHEAR CONNECTORS	EACH	2,340.000	5,850.00
		2,340.000	5,850.00
		0.000	0.00
0030                          7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		4.000	5,000.00
		0.000	0.00
0031                          7021.45	1,050.00	4.000	4,200.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	4,200.00
		4.000	4,200.00
		0.000	0.00
4000                          6990.01	683.20	0.000	0.00
MODIFY	LS	1.000	683.20
Extend threaded bolt to bent cap #2 & abutment #2		1.000	683.20
		0.000	0.00
GROUP 6 BRIDGE AT STA. 4+30		Contracted	651,201.80
		Current	651,885.00
		In place	652,183.18
		This Estimate	7,680.60
Totals for contract		Contracted	651,201.80
		Current	651,885.00
		In place	652,183.18
		This Estimate	7,680.60