Tender For Provision Of Deficient Parking Sheds At Smq Area At 21 Fbsu Af (Ph Ii) Under Ge (Af) Mohanbari., dinjan-Assam

Tender For Provision Of Deficient Parking Sheds At Smq Area At 21 Fbsu Af ( Ph Ii ) Under Ge ( Af ) Mohanbari. 1 Surface Excavation Not Exceeding 30 Cm Deep And Averaging 15 Cm Deep And Getting Out In Soft / Loose Soil Complete All As Specified And Directed. 2 Excavation In Trenches Not Exc. 1.50 M Wide And Not Exc. 1.50 M In Depth; For Foundation, Etc. Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Etc. Not Exc. 10 Sqm On Plan And Getting Out In Soft / Loose Soil Complete All As Specified And Directed. 3 Returning Filling In Including Spreading, Leveling, Watering And Well Raming In Layers, Not Exe 25Cm Thick Complete All As Specified And Directed. 4 Removal Of Surplus Soil Not Exe 50M And Depositing Where Directed At A Level N.Exc 1.5M Above The Starting Poing Comple All As Specified And Directed. 5 M & L For Plain Cement Concrete 1:4:8 Type D2 Nominal Mix ( Using 40 Mm Graded Stone Aggregate ) As In Foundation, Filling And Mass Concrete Complete All As Specified And Directed. 6 M & L For Hardcore Of Gauge Not Exc. 63 Mm, Deposited, Spread And Leveled In Layers Not Exc. 15 Cm Thick, Watered And Rammed To A True Surface Using Broken Stone Or Boulders Complete All As Specified And Directed. 7 M&L For Rcc M-25 Design Mix Concrete In Foundations, Including Rafts, Footings, Foundation Beams, Plinth Beams, Bases For Columns Etc Basement Slabs, Under Reamed Piles And Mass Concrete Complete All As Specified And Directed. 8 M&L Use And Waste Of Formwork To Sides Of Rough Finished Concrete Surfaces Of Foundations Footings, Bases Of Columns, Raft And Raft Beams, Sides And Soffits ( If Any ) Of Foundation And Plinth Beams And Similar Work Vertical Or To Batter Complete All As Specified And Directed. 9 M&L For 75 Mm Thickpcc Type 1:4:8 Type D2 Nominal Mix ( Using ( 40Mm Stone Graded Aggregate ) As In Sub Base Of Floor Finished Even And Rough To Receive Floor Finishescomplete All As Specified And Directed. 10 M&L High Strength Deformed Tmt Steel Bars 10Mm Dia And Over As In Reinforcement Cut To Length, Bent To Shape Required Including Cranking, Hooking Ends And Binding With Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And Directed. 11 M&L High Strength Deformed Tmt Steel Bars 8Mm Dia And Over As In Stirrups Cut To Length, Bent To Shape Required Including Cranking, Hooking Ends And Binding With Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And Directed. 12 M& L For 50Mm Thick Cement Concrete Type B-2, 1:2:4 ( 40Mm Graded Aggregate ) As In Flooring Etc Complete All As Specified And Directed. 13 Tensile Car Parking Structure In Ferrari 702S, 750Gsm High Tensile Fabric With 10 Years Guarantee Built In Mild Steel Structure Steel Work Welded In Built Up Section, Trusses And Framed Work Including Cutting Hoisting Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Paint All Complete.All Pipe Thickness Is Equivalent Or Grater With 2Mm Thickness Structural Tubing As Per Is-1161, Medium Class Pipes Of Grade Yst 240.All Section Shall Receive Two Coats Of Zinc Chromate Primer Floowed By Two Coats Of Synthetic Enamel Paint Of Approved Shade & Make.The Tft Shall Be 50 Microns.All Nuts & Washers Shall Be Gi Conforming To Is Etc Complete All As Specified And As Directed By Engineer-In-Charge. 14 Material And Labour Laying Well Burnt Old Sizebricks, Straight Or Curved On Plan , Laid Flat With Width Equal To Length Of Brick , Laid Dry Over Electric Cable For Protection All As Specified.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	19-08-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	26-08-2023
2	26-08-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	31-08-2023

INR 500 /-

INR 86000.0 /-

INR 43 Lakhs /-