Tender For Provision Of 3 Nos Storage Sheds At Cod Kanpur, kanpur-Uttar Pradesh

Tender For Provision Of 3 Nos Storage Sheds At Cod Kanpur ; 1 Design, Fabrication, Supply And Erecting, Pre-Engineered Building Steel Structure For Provision Ofstorage Sheds Of Size 62.00M X13.80 M X 4.80M ( Minimum Clear Height ) Using 0.5 Mm Thick Galvalume As In Roofingand Lgsf Structure With 150 Mm Thick Sandwitch Eps Wall Panel All As Specified With Following Design Parameters All As Specified And Vetted Design And Drawing By Any Iit And Approved By Chief Engineer Lucknow Zone With Permanent Specification Complete All As Specified And As Shown On Drawing: - ( I ) Frame Type Pre-Engineered Building ( Ii ) Size 62.00M X13.80 M X 4.80M ( Minimum Clear Height ) ( Iii ) Lgsf Structure With 150 Mm Thick Sandwich Eps Wall Panel ( Iv ) Gutter And Rain Spouts : 0.5 M Width Valley Made Out Of Curved 2 Mm Thick Gi Sheet For Full Length Of Sheds Including Necessary Down Pipes. ( V ) Painting : All Built Up Frame / Hr Section, Purlins, Rafters Shall Be Painted With Two Coats Ofsynthetic Enamel Paint ( Colour As Approved By Users ) Over A Coat Of Primer. ( Vi ) Anti-Corrosion Treatment And Painting As Per Is -1477 Part 1 & 2 .Note : ( I ) Design Parameters Of Peb Structure Is Attached As Appendix ‘A’ ( Ii ) Following Items Mentioned Under Srl No 1.01 To1.17 Here-In After Shall Also Be Included In Lump Sum Rate Quoted Against Srl Item No 1 Of Boq. 2 Site Clearance / Site Developments 3 Anti Termite Treatment 4 Lgsf Structure With 150 Mm Thick Sandwich Eps Wall Panel 5 100 Mm Thick Pcc 1:4:8 Type D-2 As In Sub Base Of Floor 6 250 Mm Thick Cement Concrete Work In Paving / Hard Standing Of Flexural Strength 40Kg / Sqcm Field Using 400Kg Of Cement Per Cum 7 Forming 12 Mm Thick Expansion Joint 250 Mm Deep Filled With Pre-Formed Bitu-Minous Filler And Top 30Mm Primed And Filling Joints With Sealing Compounds Grade ‘A’ ( Chemical And Fire Resistant Polyurethane Joint Sealant ) . 8 Forming Contraction ( Dummy ) Joint 25 Mm Deepx10 Mm Wide Filling Joints With Sealing Compounds Grade ‘A’ ( Chemical And Fire Resistant Polyurethane Joint Sealant ) 9 75 Mm Thick Pcc 1:4:8 Type D-2 As In Base Of Plinth Protection 10 ( I ) 75 Mm Thick Pcc 1:3:6 Type C-1 As Inplinth Protection Surface Finishedeven And Smooth Without Using Extra Cement Of Width As Directed And Shall Be Laid To Slope Of 1:30 In Alternative Bays Not Exceeding 3 Meter In Length. Joints Of 6 Mm Wide And 10 Mm Deep Shall Be Provided Along The Wall And Bays And Same Shall Be Filled With Bitumen Mastic ( 1:3 ) 11 Steel Rolling Shutter 1 Mm Thick, Ball Bearing And Safety 4 Lever Lock 12 Ramp As Specified 13 3 Mm Thick Figured Glass 14 3 Mm Thick Polycarbonate Corrugated Sheeting For Sky Light ( 7% Of Roof Area 15 Stainless Steel Non Powder Driven Ss Turbo Air Ventilator 600 Mm Dia 16 Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Zinc Chrome Red Oxide Primer On Steel Surface 17 Two Coats Of Cement Base Paint Over A Coat Of Primer On External Surface Of Wall 18 Two Coats Of Cement Base Paint Over A Coat Of Primer On External Surface Of Wall 19 Pathsurface Excavation N.Exc 30 Cm Deep And Averaging 15 Cm Deep And Getting Out In Soft / Loose Soil Complete All As Specified And Directed. 20 Removing Excavated Material ( Soils ) To A Distance N.Exc 50 M And Depositing Where Directed At A Level Not Exc 1.50 M Above The Starting Point Complete All As Specified And Directed. 21 M&L For Hard Core Of Broken Stone Or Boulders Ofgauge Not Exceeding 63 Mm, Deposited, Spread And Levelled In Layers Not Exceeding 15 Cm Thick, Watered And Rammed To A True Surface Complete Including Filling Interstices With And Including Approved Fine Materials Complete All As Specified And Directed. 22 M&L For 100 Mm Thick Plain Cement Concrete 1:4:8 Type D-2 ( Using 40 Mm Graded Crushed Stone Aggregate ) As In Sub Base Complete All As Specified And Directed. 23 M&L Forcement Concrete Work In Paving / Hard Standing Of Flexural Strength 40Kg / Sqcm Field Using 400Kg Of Cement Per Cum Thickness Of Concrete25cm Of Less And Laid In Alternate Bay . Completeall As Specified And Directed. 24 M&L Finishing Surfaceof Concrete Roads, Pavements By Beltingcompleteall As Specified And Directed. 25 M&L For Forming 12 Mm Thick Expansion Joint 250 Mm Deep Filled With Pre- Formed Bituminous Filler And Top 30Mm Primed Andsealed With Sealing Compound Grade A Complete All As Specified And Directed. 26 M&L For Forming Contraction ( Dummy ) Joints 25Mm Deep X 10Mm Wide Filled With Sealing Compound Grade A Complete All As Specified And Directed. 27 Demolition Of Shedsdismantlingof Asbestos Cement ( Corrugated, Semi - Corrugated, Etc. ) Sheets In Roof Coverings Complete All As Specified And Directed. 28 Dismantling Timber Scantlings 40 Sq. Cm And Over In Section In Any Position In Framed Work Complete All As Specified And Directed. 29 Taking Down Wooden Roof Trusses, Coupled Rafters Or Trussed Beams Clear Span Exceeding 8 M But Not Exceeding 13 Mtr Complete All As Specified And Directed 30 Taking Down Chowkats Or Frames Exc 1.5 Sq. M Each With Shutters ( Without Taking Off Shutters From The Frames ) Completeall As Specified And Directed. 31 Dismantling Structural Steel Workof Any Description In Any Positions Not Otherwise Provided Complete All As Specified And Directed. 32 Dismantling Of Cgi / Pgi Sheeting Any Thickness As In Roof Covering Complete All As Specified And Directed. 33 Demolitionof Brickwork Or Stone / Boulder Masonry, Built In Cement Mortar Or Cement Lime Mortar Including All Quoins, Arches, Pillars, Etc., After Supporting Rafter By Usingprop , Scaffolding, Ladders, Claders Etc Complete All A Specified & Directed.

INR 2000 /-

INR 539000.0 /-

INR 4.63 Crore /-