G-4 Information required by tenderer (if not also designer) · IS 800:2007

G-4.1 General

a) All information listed under G-3.1;
b) Climatic conditions at site-seasonal variations of temperature, humidity, wind velocity and direction;
c) Nature of soil. Results of the investigation of sub-soil at site of building or structure;
d) Accessibility of site and details of power supply;
e) Whether the steelwork contractor will be required to survey the site and set out or check the building or structure lines, foundations and levels;
f) Setting-out plan of foundations, stanchion and levels of bases;
g) Cross-sections and elevations of the steel structure, as necessary, with large-scale details of special features;
h) Whether the connections are to be bolted, riveted or welded. Particular attention should be drawn to connections of a special nature, such as turned bolts, high strength friction grip bolts, long rivets and overhead welds;
j) Quality of steel, and provisions for identification;
k) Requirements in respect of protective paintings at works and on site, galvanizing or cement wash;
m) Approximate dates for commencement and completion of erection;
n) Details of any tests which have to be made during the course of erection or upon completion; and
p) Schedule of quantities. Where the tenderer is required to take off quantities, a list should be given of the principal items to be included in the schedule.

G-4.2 Additional Information Relating to Buildings

a) Schedule of stanchions giving sizes, lengths and typical details of brackets, joints, etc;
b) Plan of grillages showing sizes, lengths and levels of grillage beams and particulars of any stiffeners required;
c) Plans of floor beams showing sizes, lengths and levels eccentricities and end moments. The beam reactions and details of the type of connection required should be shown on the plans;
d) Plan of roof steelwork. For a flat roof, the plan should give particulars similar to those of a floor plan. Where the roof is pitched, details should be given of trusses, portals, purlins, bracing, etc;
e) The steelwork drawings should preferably be to a scale of 1 to 100 and should give identification marks against all members; and
f) Particulars of holes required for services pipes, machinery fixings, etc. Such holes should preferably be drilled at works.

G-4.3 Information Relating to Execution of Building Work

a) Supply of Materials;
b) Weight of Steelwork for Payment;
c) Wastage of Steel;
d) Insurance, Freight and Transport from Shop to Site;
e) Site Facilities for Erection;
f) Tools and Plants;
g) Mode and Terms of Payment;
h) Schedules;
j) Forced Majeure (Sections and provisions for liquidation and damages for delay in completion); and
k) Escalation Sections.

G-4.1 General

a) All information listed under G-3.1;

b) Climatic conditions at site-seasonal variations of temperature, humidity, wind velocity and direction;

c) Nature of soil. Results of the investigation of sub-soil at site of building or structure;

d) Accessibility of site and details of power supply;

e) Whether the steelwork contractor will be required to survey the site and set out or check the building or structure lines, foundations and levels;

f) Setting-out plan of foundations, stanchion and levels of bases;

g) Cross-sections and elevations of the steel structure, as necessary, with large-scale details of special features;

h) Whether the connections are to be bolted, riveted or welded. Particular attention should be drawn to connections of a special nature, such as turned bolts, high strength friction grip bolts, long rivets and overhead welds;

j) Quality of steel, and provisions for identification;

k) Requirements in respect of protective paintings at works and on site, galvanizing or cement wash;

m) Approximate dates for commencement and completion of erection;

n) Details of any tests which have to be made during the course of erection or upon completion; and

p) Schedule of quantities. Where the tenderer is required to take off quantities, a list should be given of the principal items to be included in the schedule.

G-4.2 Additional Information Relating to Buildings

a) Schedule of stanchions giving sizes, lengths and typical details of brackets, joints, etc;

b) Plan of grillages showing sizes, lengths and levels of grillage beams and particulars of any stiffeners required;

c) Plans of floor beams showing sizes, lengths and levels eccentricities and end moments. The beam reactions and details of the type of connection required should be shown on the plans;

d) Plan of roof steelwork. For a flat roof, the plan should give particulars similar to those of a floor plan. Where the roof is pitched, details should be given of trusses, portals, purlins, bracing, etc;

e) The steelwork drawings should preferably be to a scale of 1 to 100 and should give identification marks against all members; and

f) Particulars of holes required for services pipes, machinery fixings, etc. Such holes should preferably be drilled at works.

G-4.3 Information Relating to Execution of Building Work

a) Supply of Materials;

b) Weight of Steelwork for Payment;

c) Wastage of Steel;

d) Insurance, Freight and Transport from Shop to Site;

e) Site Facilities for Erection;

f) Tools and Plants;

g) Mode and Terms of Payment;

h) Schedules;

j) Forced Majeure (Sections and provisions for liquidation and damages for delay in completion); and

k) Escalation Sections.

G-4Information required by tenderer (if not also designer)

G-4.1 General

G-4.2 Additional Information Relating to Buildings

G-4.3 Information Relating to Execution of Building Work

G-4Information required by tenderer (if not also designer)

G-4.1 General

G-4.2 Additional Information Relating to Buildings

G-4.3 Information Relating to Execution of Building Work