tender for estimate for supply of non dsr item-shed -1providing, fixing & erection in position pre-engineered building shed covering area 6523.55 sqm with following parameters including structural steel, roofing and side wall sheeting of all sides, canopy, insulation for roof etc completed. as directed by engineer in charge peb must be design for live load (kg/m2) on roof 57 (kg/sqm), design collateral load (kg/m2) 30 (kg/sqm), dead load(kg/m2) on roof 15(kg/sqm) including painting etc completebuilding parameters: 1. type of frameic-1 2. length159.5m o/o 3. width 40.9m o/o 4. eave height8.470m 5 interior column spacing (m)[email protected] 6. roof slope1:20 7. primary bay spacing (length)[email protected] + [email protected] + [email protected] + [email protected] 8. wind bracingas per design 9. eave gutters & downspouts will be provided in both sides (0.50mm materials)10. canopya. 5 no’s 1.5m wide 5 no’s considered (59 sqm)b. 1 no’s 4.5m wide 1 no’s considered (184 sqm) 11. frame opening4mx4mx6 no’s & 4mx3mx1 no’s12. roof monitorconsidered throughout the length except1 & last bat.13. cage ladder2 no’s consideredopen wall conditions: 1. left side wallcladding above 3m brick wall (brick wall in client’s scope) 2. right side wallcladding above 3m brick wall (brick wall in client’s scope) 3. front side wallcladding above 3m brick wall (brick wall in client’s scope) 4. back side wallcladding above 3m brick wall (brick wall in client’s scope)roof & wall sheeting1. roof panelminimum 0.55mm thick bare galvalume steel in kaizenstanding seam profile, make -jsw/ tata bsl.2. wall claddingminimum 0.50mm tct colour coated galvalume steel in kaizen hi-rib profile, make- jsw/tata bsl. 3 shed 2providing, fixing & erection in position pre-engineered building shed covering area 2597.15 sqm with following parameters including structural steel, roofing and side wall sheeting of all sides, canopy, insulation for roof etc completed. as directed by engineer in charge peb must be design for live load (kg/m2) on roof 57 (kg/sqm), design collateral load (kg/m2) 30 (kg/sqm), dead load(kg/m2) on roof 15(kg/sqm) including painting etc completebuilding parameters:01.type of frameic-102. length63.50m o/o03. width 40.9m o/o04. eave height8.470m05. interior column spacing (m)[email protected] 06. roof slope1:2007. primary bay spacing (length)[email protected] + [email protected] 08. wind bracingas per design09. eave gutters & downspouts will be provided in both sides (0.50mm materials)10. canopy a. 5 no’s 1.5m wide 6 no’s considered (67 sqm)11. frame opening4mx4mx6 no’s & 4mx3mx1 no’s12. roof monitorconsidered throughout the length except1 & last bat. 13. cage ladder2 no’s considered open wall conditions: 01. left side wallcladding above 3m brick wall (brick wall in client’s scope) 02. right side wallcladding above 3m brick wall (brick wall in client’s scope) 03. front side wallcladding above 3m brick wall (brick wall in client’s scope) 04. back side wallcladding above 3m brick wall (brick wall in client’s scope)roof & wall sheeting1. roof panelminimum 0.55mm thick bare galvalume steel in kaizen standing seam profile, make -jsw/ tata bsl.2. wall claddingminimum 0.50mm tct colour coated galvalume steel in kaizen hi-rib profile, make- jsw/tata bsl. 4 shed 3providing, fixing & erection in position pre-engineered building shed covering area 2781.20 sqm with following parameters including structural steel, roofing and side wall sheeting of all sides, canopy, insulation for roof etc completed. as directed by engineer in charge peb must be design for live load (kg/m2) on roof 57 (kg/sqm), design collateral load (kg/m2) 30 (kg/sqm), dead load(kg/m2) on roof 15(kg/sqm) including painting etc completebuilding parameters:01.type of frameic-102. length68.00m o/o 03. width 40.9m o/o04. eave height8.45m05. interior column spacing (m)[email protected]. roof slope1:2007. primary bay spacing (length)[email protected][email protected][email protected][email protected][email protected]. wind bracingas per design09. eave gutters & downspouts will be provided in both sides (0.50mm materials)10. canopy a. 5 no’s 1.5m wide 5 no’s considered (58 sqm) 11. frame opening4mx4mx6 no’s & 4mx3mx1 no’s12. roof monitorconsidered throughout the length except1 & last bat.13. cage ladder2 no’s consideredopen wall conditions:01. left side wallcladding above 3m brick wall (brick wall in client’s scope) 02. right side wallcladding above 3m brick wall (brick wall in client’s scope) 03. front side wallcladding above 3m brick wall (brick wall in client’s scope) 04. back side wallcladding above 3m brick wall (brick wall in client’s scope)roof & wall sheeting1. roof panelminimum 0.55mm thick bare galvalume steel in kaizenstanding seam profile, make -jsw/ tata bsl. 2. wall claddingminimum 0.50mm tct colour coated galvalume steel in kaizen hi-rib profile, make- jsw/tata bsl.