1

LTR.NO. : SDP/GM/01/27/2013.

DATE : January 28, 2013.

THE HONORABLE CHAIRMAN / MANAGING DIRECTOR

G.M.SUGARS LIMITED

Uganda.

SUB : TENTATIVE STRUCTURAL STEEL REQUIREMENT FOR CIVIL WORKS.

REF : Co-ordination meeting at Nashik dated 26.01.2013.

Dear Sir/s,

With reference to the above, enclosed please find the TENTATIVE STRUCTURAL STEEL

QUANTITY REQUIREMENT FOR CIVIL WORKS for the proposed Sugar Factory expansion. The

quantity as below is likely and liable to change and vary as per the actual weight of the structural steel

sections received at site and/or change in the section, if any, the wastages at site and the final

structural/fabrication drawings for the various sections, houses and civil works.

STRUCTURAL STEEL QUANTITY

----------------------------------------------------------------------------------------------------------------

SR.NO. SECTION QUANTITY REQUIRED (M.T.)

----------------------------------------------------------------------------------------------------------------

A STRUCTURAL STEEL

1.0 ISA 50 X 50 X 6 @ 4.5 Kg/Rmt 12.50 M.T.

2.0 ISA 75 X 75 X 6 @ 6.8 Kg/Rmt 16.75 M.T.

3.0 ISMC 100 @ 9.2 Kg/Rmt 17.50 M.T.

4.0 ISMC 125 @ 12.7 Kg/Rmt 54.00 M.T.

5.0 ISMC 150 @ 16.4 Kg/Rmt 15.50 M.T.

6.0 ISMC 200 @ 22.1 Kg/Rmt 13.80 M.T.

7.0 ISMC 250 @ 30.4 Kg/Rmt 22.50 M.T.

8.0 ISMC 300 @ 35.8 Kg/Rmt 9.75 M.T.

9.0 ISMB 300 @ 44.2 Kg/Rmt 1.25 M.T.

10.0 ISMB 250 @ 37.3 Kg/Rmt 16.00 M.T.

11.0 8 mm thick Plate @ 62.8 Kg/Sqm 23.00 M.T.

12.0 10 mm thick Plate @ 78.5 Kg/Sqm 2.00 M.T.

13.0 16 mm thick Plate @ 125.6 Kg/Sqm 9.50 M.T.

14.0 20 mm thick Plate @ 157 Kg/Sqm 2.75 M.T.

---------------

TOTAL QUANTITY IN M.T. (TENTATIVE) 216.80 M.T.

---------------

Requested to kindly acknowledge the receipt of the above and oblige.

Thank you very much,

We remain, Very truly yours,

For SHIVAJI D. PATIL, Consulting Architect Engineers,

NINAD S. PATIL,

Architect, Nashik – 422 002.