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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:4387
Estimate Number:0011
Pay Period End Date:12.11.2002
Contract Location:
BENEDICT NORTHWESTEstimate Type:PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.Date Let:04.18.2002
918 N 13TH STDate Awarded:05.06.2002
PO BOX 386Date Contract Executed:05.15.2002
Date Notice to Proceed:05.15.2002
GENEVA NE 68361-0386Date Work Began:05.20.2002
Phone:Date Physical Work Completed:
(402)759-4160Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
YORK
Project Number PCT Fed State Project Number Description
41387 000  0.000 BRO-7093(18)  CULV BR GDRL
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$360,993.83$353,409.83$7,584.00
$361,344.04Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$360,993.83$353,409.83$7,584.00
$372,914.84Retainage$-3,609.94$-3,534.10$-75.84
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
99.90%Net Earnings$357,383.89$349,875.73$7,508.16
Liquidated Damages$.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$357,383.89$349,875.73$7,508.16
Project ManagerDiv. Head/Dist. Eng.
Anderson, Tom01.06.2003Meyer, Keith01.06.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve01.07.2003
Controller Div. Processed
Burling, Laurie01.07.2003
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 4 CULVERTS
0001                          0030.40 1,000.001.0001,000.00
MOBILIZATION LS 1.0001,000.00
1.0001,000.00
0.0000.00

0002                          4050.01 10.0024.000240.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS CY 24.000240.00
24.000240.00
0.0000.00

0003                          4100.06 550.000.340187.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL CY 0.340187.00
0.340187.00
0.0000.00

0004                          4150.00 3.0040.000120.00
REINFORCING STEEL FOR HEADWALL LB 40.000120.00
40.000120.00
0.0000.00

0005                          4350.24 26.0074.0001,924.00
24" CORRUGATED METAL PIPE LF 74.0001,924.00
74.0001,924.00
0.0000.00

0006                          4360.24 240.001.000240.00
24" METAL FLARED-END SECTION EACH1.000240.00
1.000240.00
0.0000.00

GROUP 4 CULVERTSContracted3,711.00
Current3,711.00
In place3,711.00
This Estimate0.00

GROUP 4A CULVERT AT STA. 20+25
0007                          0030.40 2,500.001.0002,500.00
MOBILIZATION LS 1.0002,500.00
1.0002,500.00
0.0000.00

0008                          4051.01 6.0099.000594.00
EXCAVATION FOR BOX CULVERTS CY 99.000594.00
99.000594.00
0.0000.00

0009                          4101.06 252.00146.32036,872.64
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT CY 146.32036,872.64
146.32036,872.64
0.0000.00

0010                          4151.00 0.6015,238.0009,142.80
REINFORCING STEEL FOR BOX CULVERT LB 15,238.0009,142.80
15,238.0009,142.80
0.0000.00

0011                          6040.00 5,000.001.0005,000.00
REMOVE STRUCTURE EACH1.0005,000.00
AT STA. 20+25 1.0005,000.00
0.0000.00

GROUP 4A CULVERT AT STA. 20+25Contracted54,109.44
Current54,109.44
In place54,109.44
This Estimate0.00

GROUP 6 BRIDGE AT STA. 10+00
0012                          0030.60 15,000.001.00015,000.00
MOBILIZATION LS 1.00015,000.00
1.00015,000.00
0.0000.00

0013                          1010.01 10.00170.0001,700.00
EXCAVATION (ESTABLISHED QUANTITY) CY 170.0001,700.00
170.0001,700.00
0.0000.00

0014                          6000.10 2,000.001.0002,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0015                          6000.11 2,000.001.0002,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0016                          6001.00 5,000.001.0005,000.00
BENT NO.1 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0017                          6001.01 5,000.001.0005,000.00
BENT NO.2 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0018                          6010.22 290.00339.00098,310.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 0.0000.00
0.0000.00
0.0000.00

0019                          6010.26 350.0092.00032,200.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 92.00032,200.00
92.00032,200.00
0.0000.00

0020                          6011.11 66,000.001.00066,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00066,000.00
AT STA. 10+00 1.00066,000.00
0.0000.00

0021                          6020.00 0.6028,000.00016,800.00
REINFORCING STEEL FOR BRIDGE LB 28,000.00016,800.00
28,000.00016,800.00
0.0000.00

0022                          6040.00 7,500.001.0007,500.00
REMOVE STRUCTURE EACH1.0007,500.00
AT STA. 10+00 1.0007,500.00
0.0000.00

0023                          6080.00 4.001,550.0006,200.00
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 1,550.0006,200.00
1,550.0006,200.00
0.0000.00

0024                          6081.00 4.00480.0001,920.00
STRUCTURAL STEEL FOR SUPERSTRUCTURE LB 480.0001,920.00
480.0001,920.00
0.0000.00

0025                          6104.00 30.0063.0001,890.00
BROKEN CONCRETE RIPRAP TON 63.0001,890.00
83.2002,496.00
0.0000.00

0026                          6200.00 30.001,380.00041,400.00
CONCRETE PILING LF 1,380.00041,400.00
1,350.00040,500.00
0.0000.00

4001                          6010.22 330.000.0000.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 248.00081,840.00
Negotitated price for 47B-3000 Concrete for Bridge 248.00081,840.00
0.0000.00

4003                          9404.00 4,500.000.0000.00
STANDBY TIME LS 1.0004,500.00
Contractor waiting on new bridge design 1.0004,500.00
0.0000.00

4004                          6960.51 287.000.0000.00
COMPENSATION FOR ADDITIONAL COST LS 1.000287.00
Compensation due to error in concrete quanity on plan rev. 1.000287.00
0.0000.00

GROUP 6 BRIDGE AT STA. 10+00Contracted302,920.00
Current291,237.00
In place290,943.00
This Estimate0.00

GROUP 7 GUARDRAIL
0027                          0030.70 200.001.000200.00
MOBILIZATION LS 1.000200.00
1.000200.00
1.000200.00

0028                          7020.00 1,010.004.0004,040.00
BRIDGE APPROACH SECTIONS EACH4.0004,040.00
4.0004,040.00
4.0004,040.00

0029                          7021.45 836.004.0003,344.00
BREAKAWAY CABLE TERMINAL EACH4.0003,344.00
4.0003,344.00
4.0003,344.00

GROUP 7 GUARDRAILContracted7,584.00
Current7,584.00
In place7,584.00
This Estimate7,584.00

GROUP 10 GENERAL ITEMS
0030                          0001.10 1.251,584.0001,980.00
BARRICADE, TYPE III BDAY1,584.0001,980.00
2,268.0002,835.00
0.0000.00

0031                          0001.30 0.60264.000158.40
TYPE B HIGH INTENSITY WARNING LIGHT LDAY264.000158.40
174.000104.40
0.0000.00

0032                          0001.90 0.552,640.0001,452.00
SIGN DAY EACH1,980.0001,089.00
1,134.000623.70
0.0000.00

0033                          0010.04 500.001.000500.00
FIELD OFFICE EACH1.000500.00
0.0000.00
0.0000.00

0034                          0030.00 500.001.000500.00
MOBILIZATION LS 1.000500.00
1.000500.00
0.0000.00

4000                          0001.99 0.720.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH660.000475.20
Contractor furnished plastic signs to be mounted on barr's. 810.000583.20
0.0000.00

GROUP 10 GENERAL ITEMSContracted4,590.40
Current4,702.60
In place4,646.30
This Estimate0.00

Totals for contractContracted372,914.84
Current361,344.04
In place360,993.74
This Estimate7,584.00