Return to District Map


Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0880 CHRISTENSEN BROS., INC.
Contract ID:3376
Estimate Number:0011
Pay Period End Date:08.25.2003
Contract Location:
PENDER SOUTHEASTEstimate Type:PROG
Contractor:
CHRISTENSEN BROS., INC.Date Let:08.01.2002
644 RIVER ROADDate Awarded:08.05.2002
PO BOX 478Date Contract Executed:08.19.2002
Date Notice to Proceed:08.19.2002
CHEROKEE IA 51012Date Work Began:03.17.2003
Phone:Date Physical Work Completed:
(712)225-6146Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
Counties
CUMING
THURSTON
Project Number PCT Fed State Project Number Description
31376 000  0.000 EACSTPD-16-3(103)  GRAD BR GDRL
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$558,584.27$557,559.37$1,024.90
$569,726.57Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$558,584.27$557,559.37$1,024.90
$566,762.96Retainage$-5,585.84$-5,575.59$-10.25
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
98.04%Net Earnings$552,998.43$551,983.78$1,014.65
Liquidated Damages-$486.00$.00-$486.00
Incentives$.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$38.79$38.79$.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-$447.21$38.79-$486.00
Payment$552,551.22$552,022.57$528.65
Project ManagerDiv. Head/Dist. Eng.
Brummond, Scott08.25.2003Boyle, Pat08.28.2003
Constr. Estimate Eng.Materials Eng.
Hitzeman, Bill08.28.2003
Controller Div. Processed
Burling, Laurie08.28.2003
Detailed breakdown of stockpiled materials
Total remaining for contract:0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L020.00 1.701,942.0003,301.40
EROSION CONTROL m2 0.0000.00
0.0000.00
0.0000.00

0002                          L022.11 7.80359.9002,807.22
FABRIC SILT FENCE-LOW POROSITY m 359.9002,807.22
0.0000.00
0.0000.00

0003                          0030.10 3,000.001.0003,000.00
MOBILIZATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0004                          1000.00 100.006.000600.00
LARGE TREE REMOVAL EACH6.000600.00
8.000800.00
0.0000.00

0005                          1009.00 3,000.001.0003,000.00
GENERAL CLEARING AND GRUBBING LS 1.0003,000.00
1.0003,000.00
0.0000.00

0006                          1011.00 20.00136.0002,720.00
WATER kL 136.0002,720.00
0.0000.00
0.0000.00

0007                          1012.00 75.0010.000750.00
RIGHT-OF-WAY MARKERS EACH10.000750.00
9.000675.00
0.0000.00

0008                          1030.00 6.101,936.00011,809.60
EARTHWORK MEASURED IN EMBANKMENT m3 1,936.00011,809.60
1,936.00011,809.60
0.0000.00

0009                          1102.00 7.00446.0003,122.00
REMOVE ASPHALT SURFACE m2 446.0003,122.00
458.6943,210.86
0.0000.00

0010                          1300.48 160.0023.0003,680.00
1200 mm DRIVEWAY CULVERT PIPE m 23.0003,680.00
23.0003,680.00
0.0000.00

0011                          6040.00 1,000.001.0001,000.00
REMOVE STRUCTURE EACH1.0001,000.00
AT STA. 43+09 RT. 1.0001,000.00
0.0000.00

0012                          7017.00 8.0079.000632.00
REMOVE GUARDRAIL m 79.000632.00
76.200609.60
0.0000.00

0013                          9110.01 40.0010.000400.00
RENTAL OF LOADER, FULLY OPERATED HOUR10.000400.00
0.0000.00
0.0000.00

0014                          9110.03 30.0010.000300.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR10.000300.00
0.0000.00
0.0000.00

0015                          9110.06 50.0010.000500.00
RENTAL OF BACKHOE, FULLY OPERATED HOUR10.000500.00
0.0000.00
0.0000.00

0016                          9110.07 30.0010.000300.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR10.000300.00
0.0000.00
0.0000.00

4011                          L001.02 3,500.000.0000.00
SEEDING, TYPE B ha 0.3631,270.50
0.3631,270.50
0.3631,270.50

4012                          L001.02 3,500.000.0000.00
SEEDING, TYPE "B" ha 0.3641,274.00
0.3641,274.00
0.3641,274.00

4013                          L032.75 120.000.0000.00
MULCH Mg 1.640196.80
1.640196.80
1.640196.80

4014                          L032.75 120.000.0000.00
MULCH Mg 1.640196.80
1.640196.80
1.640196.80

4015                          0030.90 250.001.000250.00
MOBILIZATION LS 2.000500.00
1.000250.00
1.000250.00

4016                          0030.90 250.001.000250.00
MOBILIZATION LS 2.000500.00
1.000250.00
1.000250.00

GROUP 1 GRADINGContracted37,922.22
Current38,058.92
In place31,223.16
This Estimate3,438.10

GROUP 6 BRIDGE AT STA. 43+73.4
0017                          0030.60 40,000.001.00040,000.00
MOBILIZATION LS 1.00040,000.00
1.00040,000.00
0.0000.00

0018                          1010.01 4.001,203.0004,812.00
EXCAVATION (ESTABLISHED QUANTITY) m3 1,203.0004,812.00
1,203.0004,812.00
0.0000.00

0019                          2020.50 60.00217.00013,020.00
SURFACING m2 217.00013,020.00
219.42213,165.32
0.0000.00

0020                          3050.15 220.00128.00028,160.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 128.00028,160.00
128.00028,160.00
0.0000.00

0021                          3051.10 1.207,650.0009,180.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 7,650.0009,180.00
7,650.0009,180.00
0.0000.00

0022                          6000.10 5,000.001.0005,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0023                          6000.11 5,000.001.0005,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0024                          6001.50 17,000.001.00017,000.00
BENT NO.1 EXCAVATION LS 1.00017,000.00
1.00017,000.00
0.0000.00

0025                          6001.51 17,000.001.00017,000.00
BENT NO.2 EXCAVATION LS 1.00017,000.00
1.00017,000.00
0.0000.00

0026                          6010.22 320.00156.50050,080.00
CLASS 47B-20 CONCRETE FOR BRIDGE m3 156.50050,080.00
156.50050,080.00
0.0000.00

0027                          6010.26 310.0086.80026,908.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 86.80026,908.00
86.80026,908.00
0.0000.00

0028                          6011.11 82,000.001.00082,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00082,000.00
1.00082,000.00
0.0000.00

0029                          6040.00 28,000.001.00028,000.00
REMOVE STRUCTURE EACH1.00028,000.00
AT STA. 43+73.131 1.00028,000.00
0.0000.00

0030                          6080.00 4.002,070.0008,280.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 2,370.0009,480.00
2,400.0009,600.00
0.0000.00

0031                          6104.00 20.0050.0001,000.00
BROKEN CONCRETE RIPRAP Mg 50.0001,000.00
50.0001,000.00
0.0000.00

0032                          6131.50 1.2018,370.00022,044.00
EPOXY COATED REINFORCING STEEL kg 18,402.00022,082.40
18,402.00022,082.38
0.0000.00

0033                          6210.50 80.00640.80051,264.00
PIPE PILING m 657.59552,607.60
657.68352,614.64
0.0000.00

0034                          6310.00 135.00356.00048,060.00
STEEL SHEET PILING m2 356.00048,060.00
337.42645,552.52
0.0000.00

0035                          8091.00 27.00126.9003,426.30
GRANULAR BACKFILL m3 126.9003,426.30
126.9003,426.32
0.0000.00

0036                          9188.50 40.00323.00012,920.00
SURFACING UNDER GUARDRAIL m2 323.00012,920.00
304.11012,164.40
0.0000.00

4002                          6210.62 160.000.0000.00
PILE SPLICE FOR PIPE PILING EACH1.000160.00
1.000160.00
0.0000.00

4003                          6210.62 160.000.0000.00
PILE SPLICE FOR PIPE PILING EACH3.000480.00
5.000800.00
0.0000.00

4004                          6211.75 32.000.0000.00
OVERDRIVING OF BEARING PILE m 1.52348.74
1.52348.74
0.0000.00

4005                          6211.75 32.000.0000.00
OVERDRIVING OF BEARING PILE m 0.71923.01
0.71923.01
0.0000.00

4006                          6210.50 48.000.0000.00
PIPE PILING m 2.443117.26
Cutoff @ 60 % 2.443117.26
0.0000.00

4007                          1043.50 2.600.0000.00
RIPRAP FILTER FABRIC m2 35.00091.00
(Broken Concrete) 35.00091.00
0.0000.00

4008                          1043.50 2.600.0000.00
RIPRAP FILTER FABRIC m2 35.00091.00
(Broken Concrete) 35.00091.00
0.0000.00

4009                          6970.00 729.050.0000.00
FREIGHT LS 1.000729.05
Additional Piles needed 1.000729.05
0.0000.00

4010                          6970.00 729.050.0000.00
FREIGHT LS 1.000729.05
Additional Piles needed. 1.000729.05
0.0000.00

4017                          3300.03 -1,206.600.0000.00
DEDUCTION LS 1.000-1,206.60
For Low Strength 47BD-30 Concrete 1.000-1,206.60
1.000-1,206.60

4018                          3300.03 -1,206.600.0000.00
DEDUCTION LS 1.000-1,206.60
For Low Strength 47BD-30 Concrete 1.000-1,206.60
1.000-1,206.60

GROUP 6 BRIDGE AT STA. 43+73.4Contracted473,154.30
Current475,792.21
In place473,121.49
This Estimate-2,413.20

GROUP 7 GUARDRAIL
0037                          0030.70 500.001.000500.00
MOBILIZATION LS 1.000500.00
1.000500.00
0.0000.00

0038                          7011.20 52.0072.4003,764.80
W-BEAM GUARDRAIL m 72.4003,764.80
72.4003,764.80
0.0000.00

0039                          7020.00 1,100.004.0004,400.00
BRIDGE APPROACH SECTIONS EACH4.0004,400.00
4.0004,400.00
0.0000.00

0040                          7024.27 1,550.004.0006,200.00
GUARDRAIL END TREATMENT, TYPE II EACH4.0006,200.00
4.0006,200.00
0.0000.00

GROUP 7 GUARDRAILContracted14,864.80
Current14,864.80
In place14,864.80
This Estimate0.00

GROUP 10 GENERAL ITEMS
0041                          0001.10 1.801,750.0003,150.00
BARRICADE, TYPE III BDAY1,750.0003,150.00
1,437.0002,586.60
0.0000.00

0042                          0001.30 1.10500.000550.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY500.000550.00
0.0000.00
0.0000.00

0043                          0001.90 0.553,000.0001,650.00
SIGN DAY EACH2,685.0001,476.75
1,572.000864.60
0.0000.00

0044                          0010.04 3,000.001.0003,000.00
FIELD OFFICE EACH1.0003,000.00
1.0003,000.00
0.0000.00

0045                          0030.00 500.001.000500.00
MOBILIZATION LS 1.000500.00
1.000500.00
0.0000.00

4000                          0001.99 1.150.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH158.000181.70
Directly attached to Barricade for NCHRP 350 196.500225.99
0.0000.00

4001                          0001.99 1.150.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH157.000180.55
Directly attached to Barricade for NCHRP 350 196.500225.99
0.0000.00

GROUP 10 GENERAL ITEMSContracted8,850.00
Current9,039.00
In place7,403.18
This Estimate0.00

GROUP 11 TERO TAX
0046                          0024.00 31,971.641.00031,971.64
TRIBAL EMPLOYMENT RIGHTS OFFICE (TERO) TAX LS 1.00031,971.64
1.00031,971.64
0.0000.00

GROUP 11 TERO TAXContracted31,971.64
Current31,971.64
In place31,971.64
This Estimate0.00

Totals for contractContracted567,262.96
Current570,226.57
In place558,584.27
This Estimate1,024.90