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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 SOUTHWESTEstimate Type:PROG
Contractor:
CHRISTENSEN BROS., INC.Date Let:02.07.2002
644 RIVER ROADDate Awarded:03.01.2002
PO BOX 478Date Contract Executed:03.26.2002
Date Notice to Proceed:03.26.2002
CHEROKEE IA 51012Date Work Began:04.04.2002
Phone:Date Physical Work Completed:
(712)225-6146Date 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 DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$652,183.22$644,502.62$7,680.60
$651,885.00Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$652,183.22$644,502.62$7,680.60
$651,201.80Retainage$-6,521.83$-6,445.03$-76.80
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.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 ManagerDiv. Head/Dist. Eng.
Colfack, Gene11.26.2002Kovar, Mark11.26.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve11.27.2002
Controller Div. Processed
Burling, Laurie11.27.2002
Detailed breakdown of stockpiled materials
Est Nbr:0002
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00256071.12 STEEL SUPERSTRUCTURE
S.P. Initial Payment60,049.246706
NW36" Girders
Total for estimate 0002:60,049.24
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00256071.12 STEEL SUPERSTRUCTURE
S.P. Adjustment-60,049.246706
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 CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 6 BRIDGE AT STA. 4+30
0001                          L006.00 400.002.000800.00
COVER CROP SEEDING ACRE2.000800.00
0.0000.00
0.0000.00

0002                          0001.10 2.601,392.0003,619.20
BARRICADE, TYPE III BDAY1,392.0003,619.20
334.000868.40
28.00072.80

0003                          0001.30 2.10348.000730.80
TYPE B HIGH INTENSITY WARNING LIGHT LDAY348.000730.80
334.000701.40
28.00058.80

0004                          0001.90 0.501,740.000870.00
SIGN DAY EACH1,740.000870.00
1,169.000584.50
98.00049.00

0005                          0030.60 60,000.001.00060,000.00
MOBILIZATION LS 1.00060,000.00
1.00060,000.00
0.0000.00

0006                          1000.00 110.001.000110.00
LARGE TREE REMOVAL EACH1.000110.00
6.000660.00
0.0000.00

0007                          1009.00 120.001.000120.00
GENERAL CLEARING AND GRUBBING LS 1.000120.00
1.000120.00
0.0000.00

0008                          1011.00 10.00105.0001,050.00
WATER MGAL105.0001,050.00
0.0000.00
0.0000.00

0009                          1030.00 4.306,978.00030,005.40
EARTHWORK MEASURED IN EMBANKMENT CY 6,978.00030,005.40
6,978.00030,005.40
0.0000.00

0010                          1043.50 2.00470.000940.00
RIPRAP FILTER FABRIC SY 470.000940.00
470.000940.00
0.0000.00

0011                          1300.18 20.0048.000960.00
18" DRIVEWAY CULVERT PIPE LF 48.000960.00
46.000920.00
0.0000.00

0012                          4050.01 16.0038.000608.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS CY 38.000608.00
38.000608.00
0.0000.00

0013                          4310.18 180.002.000360.00
18" FLARED-END SECTION EACH2.000360.00
2.000360.00
0.0000.00

0014                          4350.18 20.0046.000920.00
18" CORRUGATED METAL PIPE LF 46.000920.00
52.0001,040.00
0.0000.00

0015                          4360.18 200.002.000400.00
18" METAL FLARED-END SECTION EACH2.000400.00
2.000400.00
0.0000.00

0016                          6000.10 8,000.001.0008,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0017                          6000.11 8,000.001.0008,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0018                          6001.50 30,000.001.00030,000.00
BENT NO.1 EXCAVATION LS 1.00030,000.00
1.00030,000.00
0.0000.00

0019                          6001.51 30,000.001.00030,000.00
BENT NO.2 EXCAVATION LS 1.00030,000.00
1.00030,000.00
0.0000.00

0020                          6005.60 1,200.0024.00028,800.00
ELASTOMERIC BEARING EACH24.00028,800.00
24.00028,800.00
0.0000.00

0021                          6010.22 310.00203.00062,930.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 203.00062,930.00
207.00064,170.00
0.0000.00

0022                          6010.26 270.00292.00078,840.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 292.00078,840.00
292.00078,840.00
0.0000.00

0023                          6020.00 0.6060,614.00036,368.40
REINFORCING STEEL FOR BRIDGE LB 60,614.00036,368.40
60,727.00036,436.20
0.0000.00

0024                          6040.00 10,000.001.00010,000.00
REMOVE STRUCTURE EACH1.00010,000.00
AT STA. 4+85 100' RT. 1.00010,000.00
0.7507,500.00

0025                          6071.12 160,000.001.000160,000.00
STEEL SUPERSTRUCTURE LS 1.000160,000.00
AT STA. 4+30 1.000160,000.00
0.0000.00

0026                          6080.00 6.00620.0003,720.00
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 620.0003,720.00
1,097.0006,582.00
0.0000.00

0027                          6105.02 32.00650.00020,800.00
ROCK RIPRAP, TYPE B TON 650.00020,800.00
662.94021,214.08
0.0000.00

0028                          6210.12 20.002,860.00057,200.00
HP 10"X42# STEEL PILING LF 2,860.00057,200.00
2,860.00057,200.00
0.0000.00

0029                          6951.12 2.502,340.0005,850.00
SHEAR CONNECTORS EACH2,340.0005,850.00
2,340.0005,850.00
0.0000.00

0030                          7020.00 1,250.004.0005,000.00
BRIDGE APPROACH SECTIONS EACH4.0005,000.00
4.0005,000.00
0.0000.00

0031                          7021.45 1,050.004.0004,200.00
BREAKAWAY CABLE TERMINAL EACH4.0004,200.00
4.0004,200.00
0.0000.00

4000                          6990.01 683.200.0000.00
MODIFY LS 1.000683.20
Extend threaded bolt to bent cap #2 & abutment #2 1.000683.20
0.0000.00

GROUP 6 BRIDGE AT STA. 4+30Contracted651,201.80
Current651,885.00
In place652,183.18
This Estimate7,680.60

Totals for contractContracted651,201.80
Current651,885.00
In place652,183.18
This Estimate7,680.60