Supply Of Store At Shelter Job No 6803, 55 ENGINEER REGIMENT C/O 56 APO-Jammu And Kashmir

Supply Of Store At Shelter Job No 6803 , Provision Of At Shelter As Per Technical Specification , Store List And Drawing Attached In Part-Ii Of Rfp At Appendix A ( For At Rajouri ) -1. Provision Of At Shed Of Size 19X10 Meter X 3.2 Meter Ht At Eaves And 4.4 Meter Ht At Centre Of Gable Includes Column, Truss, Purlins, Rafter, Water Staging, Manholes With Cover, S Tank With Covering, Soak Pit, Wall Cladding Over One Brick Wall, Pcc / Rcc Band, Tethering Ring, Water Supply, Cgi Sheet Roofing, Feeding Trough, Ventilator, Drain, Earthing, Furniture, Hard Drawn Steel Wire With Angle Iron Frame Work, Dwarf Wall, Plinth Protection, 4 Nos Ai Door With Pgi Sheet Covering, 3 Nos Windows Snowcem, Painting, Minimum Electrification, Ms Roller With Tarpaulin Covering Complete As Shown In Drgs And Specifications. Each Partition Having Following :- 3. Foundation Of Columns ( Depth Of Foundation Will Be As Per Site Condition ) . Columns Foundation Of Size 700X700x900mm Using Pcc 1:2:4 Type B-1 Using 20Mm Graded Crushed Stone Aggregate Over 100Mm Thick Of Size 800X800mm Pcc 1:4:8 Type E-2 Using 40Mm Graded Crushed Stone Aggregate For At Shed And Motor Shed. 4. Plinth / Dwarf Wall. Plinth / Dwarf Wall Will Be Of One Brick Masonry 230Mm Thick 560Mm High ( 300Mm Above Gl And 260Mm Below Gl ) Built In Cm 1:6 Over 400Mm Wide 100Mm Thick Pcc 1:4:8 Type E-2 Using 40Mm Graded Crushed Stone Aggregate Including 15Mm Thick Rendering In Cm 1:4 Including 2 Coats Of Snowcem To Walls Above Gl For Motor Shed And Hard Standing. 5. Foundation Wall. Rr Masonry Wall In Cm 1:6 Will Be Provided As Step Foundation As Shown On Drg Over 100Mm Thick 750Mm Wide Pcc 1:4:8 Type E-2 Using 40Mm Graded Crushed Stone Aggregate Will Be Provided. 6. Dpc. 40Mm Thick 380Mm Wide Dpc 1:2:4 Type B-1 Using 20Mm Graded Crushed Stone Aggregate Including 3% Wpc By Wt Of Cement Should Be Used. 7. Brick Masonary Wall. 230Mm Thick Brick Wall 1.3M Of Height With Pcc Band Of Size 230X100mm On Top Of All Length And 2.15M Of Height With Rcc Lintel Band Of Size 230X150mm On Wall Of 8M Length Front Side View As Shown On Drg. 8. Columns. 24 Nos Ms Round Pipe Columns Confirming To Is 1161-1979 Grade St – 240 Shall Be Of Medium Grade 80Mm Nominal Bore Of 3.2M Of Length Welded With Base Plate, Top Plate And Rafter / Truss Plate Of Size 200X200x8mm With 4 Nos Predrilled Holes To 24 Plates & 8 Nos Predrilled Holes To 48 Plates Size Including 16Mm Dia 300 Mm Long Nuts & Bolts For Base Plate And 10Mm Dia 50Mm Long Bolts With Nut / Washer For Top Plates To Be Provided For Mule Shed. 4 No Ms Column Of 50Mm ( Nb ) Of ( 2 No Of 3 Meter + 2 No Of 3.2 Meter Ht ) With Base, Top, Top Slope Plate Of Size 150X150x5mm With 4 Nos Predrilled Holes To Each Plates Welded To Ms Pipe Of 50Mm ( Nb ) Including 4 Nos 16Mm Dia 300Mm Long Nut / Bolts With Washer For Each Column Base Plate And 10Mm Dia 50Mm Long Bolt With Nut And Washer For Top Plate Will Be Provided For Motor Shed. 9. Truss / Purlins. 08 Nos Truss Of Ms Pipe 50Mm ( Nb ) For At Shed Welded With Ms 96 Nos ( 12 Nos On Each Truss Will Be Provided ) Ms Plates Of Size 100X100x5mm With 4 Nos Predrilled Holes To Fix With Nut / Bolts To Purlins Ms Gusset Plate Of Size 100X100x5mm ( 09 Nos ) Will Be Welded To Each Truss. Hard Drawn Steel Wire Fabric Of Wt Not More Than 4Kg Per Sqm Will Be Welded On Angle Iron Frame Work Of 25X25x5mm And Isnt 30X30x4mm Of Ventilator Including A Covering Of Fi 30X5mm Same Wire Fabric On Triangular Portion Of Ms Truss Will Be Provided On Door Side Truss Of Mule Shelter 5 Nos ( 2 Nos Rafter 50Mm ( Nb ) Ms Pipe + 3 Nos Purlin Of 32Mm ( Nb ) With 12 No Ms Plates With 4 Nos Predrilled Holes Of Size 100X100x5mm ( 06 Nos Plates Welded With 3 Nos Ms 32Mm Dia ( Nb ) Purlin Pipe Each Side And 06 Nos Welded On Rafter Pipe 50Mm ( Nb ) Wherever These Comes Across On Purlin Pipe ) Of 32Mm ( Nb ) With 4 Nos Predrilled Holes To Fix With 10Mm Dia 50Mm Long Nut / Bolts To Rafter And Purlin For Motor Shed. 5 No Cgi Sheets Of Size10’X3’ Will Be Fitted On 3 No Purlins Of 32Mm ( Nb ) Ms Pipe With J Hooks Including Washers. 12 Nos Purlin Of Ms Pipe 32Mm Nb Of Length 19.90 Meter Welded With 96 Nos Ms Plates Of Size 100X100x5mm With 4 Nos Predrilled Holes 9 Nos Ms Pipes Of 2.93M Length & 12 Nos Ms Pipes Of 50Mm ( Nb ) Of 2.34M Length Welded With 2 Nos Ms Plates Of Size 200X50x8mm In 2 Nos Predrilled Holes To Each Plate With 10Mm Dia 50Mm Long Nut / Bolts On Each Truss Plate Will Be Fixed On Truss Plates Wherever These Comes Across On Rafter. 10. Roof & Wall Cladding. Cgi Sheet 0.63Mm Thick To Be Provided On Roof Truss And Wall Cladding. Roof Sheets To Be Provided Over A Frame Work Of Rafter, Trusses, Pulins / Runners Including J Hooks / Nuts And Bolts Incl Rubber Washer With A Overlap Of Two Corrugations Side Laps To Be Fixed On A Frame Work Of Ms Pipe ( 50Mm Ms Pipe ( Nb ) As Rafter / Truss And 32Mm Ms Pipe ( Nb ) For Purlins ) An Angle Iron 25X25x5mm & Isnt 30X30x4mm With Hard Drawn Steel Wire Fabric Of Wt Not More Than 4Kg Per Sqm As Through Ventilator In Between Columns Below Roofing Of Length 9M On Each Side Of Mule Shed. Same Angle Iron And Isnt With Predrilled Holes @ 1M C / C Will Be Welded / Provided In 6 Nos Ways Of Mule Shed & Angle Iron Will Be On Top & Bottom Of Ventilator With 3 Nos Vertical Bar Of 60Cm Length ( 02 Nos Side Bar Of Isa And Center Bar Of Isnt ) 2 Nos Isa 25X25x5mm On Top And Bottom Of Ventilator All Welded Together With Each Other To Form A Ventilator In Each Span With A Covering Of Fi 30X5mm In Mule Shed. An Angle Iron 25X25x5 Mm With Predrilled Holes @ 1Mm C / C Will Be Provided On Top And Bottom Of Cgi Sheet Wall Including With Fixing Provision Of 10Mm Dia 50Mm Long Nuts / Bolts With Washers With Fixing Arrangements Of Hard Drawn

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INR 50000.0 /-

INR 25 Lakhs /-