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Gem Bids For Os, 1 Rh-radome Bracket Assembly, 2 Mounting Brackeassembly, 3 Floor Beam - Assy Sta 7 To Sta 8, 4radius Rod - Jack Attachment Fittin, 5 Bottomlongeron Assy 21 - 30, 6 Bottom Longeron Assy 21 -30, 7 Side Frame 24 -lh Assy X -7400, 8 Blkd Assy Sta22 X -6775, 9 21 Side Frame Ldp Lh, 10 Radius Rod -jack Attachment Fittin, 11 Main U-c Fitting Assy - Lh, 12 Main U-c Fitting Assy - Rh, 13 Blkd Assy Sta 34, 14blkd Assy Sta 37 X -12030, 15 Lh Swing Bracket Assy, 16 Lh Mount Bracket Assy, 17 Mount Bkt-stbd, 18tie Beam Assy Sta 37 X -12030, 19 Tie Beam Assy, 20 Rh Side Frame-inner Rh Side Frame, 21 Bracketassembly Elevon Support Y, 22 Bracket Assemblyelevon Support Y, 23 Bracket Assy-mtg Amagb, 24bracket Assy-mtg Amagb
Labour Contract For Spray Channel Wall Weaken Portion Concrete Pillar And Tie Beam Supporting Work
Gem bids for Molti, Rcc Column, Tie Beam To Connect All Foundation Column, Total Column Height 12.5 M From Ground, Ms Chequeredplatform At Height Of 5 Mtr, Ms Chequered Platform Atheight Of 10 Mtr., Launching Platform At 10 Mtr., Overheadcover At Top Platform., Ms Ladder Slope Type With Railing., Safety Grills On All Three Sides., Loading Area With Brickwork, Surface Single Face Height 40 Ft Width Min 8Ft ., Mattress For Safety With Cover., Dynamic Climbing, Slithering Glove, Seat Harness Full Size, Carabiners, Helmet
Self Financing Scheme At Basal, Distt. Solan H.P. Sh Structural Strengthening Of Block No. 22 I.E. Retrofitting Of Column B1, B7, 1St And 2Nd Tie Beam And Shear Wall. Specialized Job Thereof
Gem Bids For Molti, Rcc Column Size 300x300x100mm 4nos 16 Oblique 12mmms Iron Tmt Isi M20 Grade Concrete, Tie Beam Ofdimention 200x200mm With 16 Oblique 12mm Ms Iron Tmt, Total Column Height 12 Point 5mm From Ground, Mschequered Platform At Height Of 05 Mtr, Ms Chequeredplatform At Height Of 10 Mtr, Launching Platform At 10 Mtr, Ms Ladder Slope Type With Railing, Loading Area With Brickwork And Loose Sand Filling, Mattress For Safety With Cover, Slithering Rope 10mm Dynamic Climbing, Slithering Gloves, Seat Harness Full Size, Carabiners, Helmet
Construction Of 56.00 Mtr Long Boundary Wall 2.5m Panel Having 200x200 Mm R.c.c. Column Footing 1.0x1.0 M With 125mm Thick Brick Panel Wall And 200x300 Mm Tie Beam At Gl Including M.s Gate At Fulia Zone-ii, Pump House No-iv Under Ranaghat Sub-div Wbphe 02 Rsd 2025 26 Sl 2
Construction Of 66.00 Mtr Long Boundary Wall 2.5m Panel Having 200x200 Mm R.c.c. Column Footing 1.0x1.0 M With 125 Mm Thick Brick Panel Wall And 200x300 Mm Tie Beam At Gl Including M.s Gate At Gazna W/s, Pump House-ii Under Ranaghat Sub-div, Phe Wbphe 02 Rsd 2025 26 Sl 1
Construction Of Masonry Boundary Wall With Intermediate Rcc Column And Tie Beam Surrounding 11 No Mollapara Graveyard At Mouza-fulmalancha, Jl-69, Plot-2890, Block-basanti
Retrofitting/replacement Work Of Vertical Waterwall, Repair And Checking Work Of Stirrup With Buckstays, Wall And Tie Beam/bar In Unit#7 At 2x660mw, Ssctps, Rvun, Suratgarh
The Sedimentation Tank- 8 Pile Caps, Each Pile Cap Has 4nos Of 600dia. Piles.32nos Of Piles In Total. Conduct Load Test, Earthwork, Pedestals To Pile Cap To Be Raised Upto A Height Of 7.5m Interconnected By Tie Beam, Earth Work Etc.all Complete. Construction Of Equipment Foundation For The Sedimentation Tank And Scrap Neutralization Tank.
