Construction Of Concrete Slab Drain With Soakpit At Binaraite From Amirali Sardar House To Sajjat Molla
Construction Of Concrete Slab Drain With Soakpit At Enayetpur From Asan Molla House To Lalmiya Molla House
Construction Of Concrete Slab Drain With Soakpit At Binaraite From Binaraite Mosjid To Hatem Baidya House
Construction Of Slab Over Tuba-di-bowli At Kunalsu Mohalla Bupp Along With Allied Work Near Panchayat Ghar Bupp .pyt Bupp. Block Chenani Under Capex Budget Ddc For The Financial Year 2025-26
Construction Of Slab At Bowli Wno6 Pyt Sira-a Block Latti Marothi Under Capex Budget Pri . For The Year 2025-26
Designing (aesthetically), And Constructing Rcc Ground Service Reservoirs / Rcc Sumps In M-300 Mix. Of Required Capacity Including Excavation In All Types Of Strata, Foundation Concrete, Container Walls, Bottom Slab Top Rcc Roof Slab / Or Dome, 20 Mm Thick Cement Plaster With Water Proofing Compound In Cm 1:3 Proportion. To Inside Face Of The Container,including Epoxy Paint From Inside Including Refilling And Disposing Of Surplus Stuff Within Lead Of 50 M, All Labour And Material Charges, For Laying And Jointing Of Pipe Assembly For Inlet, Outlet Washout, Over Flow And Bye-pass Arrangement Consisting Of C.i./ M.s. D/f. Pipes, Specials And Valves Of Given Diameters, Providing And Fixing Accesssries Such As Stainless Steel Ladder Inside And Outside, C.i. Manhole Frame And Cover, Water Top Slab, B.b. Masonry Chamber For All Valves, Ventilating Shafts, Including Giving Satisfactory Hydraulic Test And Water Tightness Test As Per Is Code And Providing Three Coats Of Acrylic Emulsion With Silicon Additives Paint To All Expose Surface Of Structure Including Roof Surface Etc. Complete As Per Design Data, Criteria, Obligatory Requirements And Detailed Specifications. Piped Water Supply Scheme At- Surai Tal- Murud Dist- Raigad Jjm
Designing (aesthetically), And Constructing Rcc Elevated Service Reservoirs Of Following Capacity With Rcc Staging Consisting Of Columns, Internal And External Bracings Spaced Vertically Not More Than 4.5 Metres Centre To Centre For Esr Having Capacity Upto 500 Cum And Not More Than 6 M C/c For Esrs Having Capacity Above 500 Cum Including Excavation In All Types Of Strata, Foundation Concrete, Cement Plaster With Water Proofing Compound To The Inside Face Of The Container Including Refilling Disposing Off The Surplus Stuff Within A Lead Of 50 Metres, All Labour And Material Charges Including Lowering, Laying, Erecting, Hoisting And Jointing Of Pipe Assembly Of Inlet, Outlet, Washout, Overflow And Bypass Arrangements As Per Departmental Design, Providing And Fixing Accessories Such As M.s. Ladder, C.i. Manhole Frame And Covers, Water Level Indicators, Lightening Conductor, G.i. Pipe Railing Around Walk Way And Top Slab, Providing Spiral Stair Case From Ground Level To Roof Level, M.s. Grill Gate Of 2 M Height With Locking Arrangement Of Approved Design, B.b. Masonry Chambers For All Valves, Ventilating Shafts, Providing And Applying Three Coats Of Cement Paint To The Structure Including Roof Slab, Epoxy Painting To Internal Surface And Anti- Termite Treatment For Underground Parts Of The Structure And Giving Satisfactory Water Tightness Test As Per I.s. Code. The Job To Include Painting The Name Of The Scheme And Other Details On The Reservoir As Per The Directions Of Engineer-in-charge. 29000 Lit Piped Water Supply Scheme At- More Tal- Murud
Provision For Providing To The Joints To The Pathways Earthwork Excavation And Disposing Pcc With 40 Mm Sand Filling Approach Pathway And Apron With Rough Tandoor Stones Slabs Of Size Annual Repairs And Maintenance To Reconstructed Kudavalli Sangameshwara Swamy Temple At Alampur 2025-26- Execution Of Work
Gem Bids For Upgradation, Provision And Laying Of Athletic Track With 400 M 8 Eight Lanepur Type Sandwich System Iaw World Athletics Wa Class Iistandard As Per Boq Attached Removal Of The Concretestructure And Complete Leveling To Ground Level As Per Thelatest Existing Standard With Consideration To Ground Level Ofadjacent Areas To Preclude Water Stagnation Earth Surfaceexcavation Which Includes Leveling Of The Highland Androcky Area Inside Around Stadium Boundary Withconsideration To Ground Level Of Adjacent Areas As Per Boqattached Earth Work In Surface Excavation In Foundationtrenches Drains As Per Plan With Dressing Of Sides Rammingof Bottoms Lift Up To One And Half M As Per Boq Attached Excavating Trenches Of Required Width For Pipe Cablessockets And Dressing Of Sides Ramming Of Bottoms Withdepth Upto One And Half M As Per Boq Attached Earthwork In Rough Excavation Banking Excavated Earth In Layersnot Exceeding 20 Cm In Depth Breaking Clods Wateringrolling Each Layer With One And Half Tone Roller As Per Boqattached Providing And Laying In Cement Concrete Ofspecified Grade Including Cost Of Centring And Shuttering Asper Boq Attached 148 1 Cement 4 Coarse Sand 8 Gradedstone Aggregate 40 Mm Nominal Size As Per Boq Attached Centring And Shuttering Including Sturting Propping Andremoval Of Firm Works For Foundations Footings And Bases Ofcolumns As Per Boq Attached Brick Work With Fps Bricks Ofclass Designation 75 In Foundation And Plinth In Cementmortar 14 1 Cement 4 Coarse Sand As Per Boq Attached 12Mm Cement Plaster Of Mix 1 4 Cement 4 Coaster Sand Asper Boq Attached 12Mm Cement Plaster Of Mix Neatcement Punning As Per Boq Attached Consolidation Ofsubgrade With Power Roller Of 8 To 12 Ton Capacity Torequired Slope Including Making Good Undulations Etc Withearth Or Quarry Spoils Etc As Per Boq Attached Supply And Bid Number Gem2025b6480978 Dated 17-09-2025 0 0 Bid Document1 33 0 0 2 2 Stacking Of Earth By Mechanical Transport Including Loadingunloading And Stacking At Site As Per Boq Attached, Construction Of Granular Sub Base By Providing Close Gradedmaterial Or As Per Latest Guideline For World Athleticspecification As Per Boq Attached, Providing Laying Oneand Half Spreading And Compacting Graded To Wet Mixmacadam Wmm Specification As Per Boq Attached, Providing And Applying Tack Coat Using Cold Bitumenemulsion Including Spraying The Bitumen With Mechanicallyoperated Spray Unit As Per Boq Attached, Providing Andapplying Tack Coat Using Cold Bitumen Emulsion Includingspraying The Bitumen With Mechanically Operated Spray Unitfitted On Bitumen As Per Boq Attached, Providing Andlaying Bituminous Macadam Using Crushed Stoneaggregates As Per Latest Guideline For World Athleticspecifications As Per Boq Attached, Providing And Layingbituminous Concrete Using Crushed Stone Aggregates Ofspecified Grading Or As Per Latest Guideline For Worldathletic Specifications As Per Boq Attached, Supply Andinstallation Of Fully Computerized Automatic And Single Keyoperation Popup Sprinkler System Specifically Designed Forsynthetic Sports Hockey Surfaces As Per Boq Attached, Supplying And Installation Of 50 H P Pumping Set Withelectronic Controller Etc Or Equivalent Making Connectionssuitable For Tw D C B Open Well The Jobs As Per Boqattached, Construction Of R C C Storage Tank Sump Well Of75000 Liters Capacity Complete Including All Excavation Andearth Work Disposal Of Surplus Soil As Per Boq Attached, Providing And Laying Of Dwc Sn8 Is 16098 Ii Pipes 300 Mmdia Pipe In Underground System For Provision In Electricalline And Sprinkler Line Sleeve Purposes And Drainage Outlet, Supply And Laying Rcc Drain Cover Of Size 600 X 600 X 60Mm With 8Mm Rods Per Rate 100Mm Cc Over The Walls Ofdrain At Proper Level For Ease Flow Of Water As Per Boqattached, Supply And Laying Rcc Drain Cover Of Size 600 X300 X 60 Mm With 8Mm Rods Per Rate 100Mm Cc Over Thewalls Of Drain At Proper Level For Ease Flow Of Water As Perboq Attached, Providing And Laying Minimum 15Cm Thickcement Concrete Slab Over The Existing Sub Base With Anominal Mix Of 115 3 1 Cement One And Half Coarse Sand 3Graded Stone As Per Boq Attached, Providing And Fixing Ator Near Ground Level Precast Cement Concrete Kerb Stones300 300 100Mm Of M 25Grade Of Of Specified Size Includingsetting In Position In Kerbs Edging Etc As Per Boq Attached, Cricket Pitch Preparation Earth Work In Excavation Bymechanical Means Hydraulic Excavator Manual Means Overareas Exceeding 30 Cm In Depth As Per Boq Attached, Supplying And Filling Of Good Earth Bought From Outsidestacking At Site At Site Upto 5Km Complete As Per Boqattached, Carriage Of Earth By Mechanical Transportincluding Loading Unloading And Stacking From 5Km Tosource Location As Per Boq Attached, Supplying And Fillingin Plinth With Sand Under Floors Including Watering Rammingconsolidating And Dressing Complete As Per Boq Attached, Carriage Of Sand By Mechanical Transport Including Loadingunloading And Stacking Upto10 Km As Per Boq Attached, Supply And Planting Selection One 1 Grass Incl Ploughingdressing Breaking Of Clods Removal Of Rubbish Dressing Andsupplying Doob Grass At 10 Cm Apart As Per Boq Attached, Extra For Manual Compaction Of Earth By Rammers Handroller In 250 Mm Layers Including Watering Etc If Requiredborrow Pit Measurement As Per Boq Attached, Surfacedressing Of The Ground Including Removing Vegetation Andinequalities Not Exceeding 15 Cm Deep And Disposal Of //Bid Details2 / 33 Rubbish Lead Up To 50 M And Lift Up To 1Point 5 M As Per Boqattached, Skill Labor For Drying Breaking Clay Soil Andmaking In Proper Shape And Size As Well As Laying Andnecessary Compaction Cum Soil Helper Technician As Perboq Attached, Synthetic Track Providing And Laying Ofsynthetic Athletics Track Sw Pur Type System With Min 14Mm Thickness Which Should Comply With Environmentalcompatibility As Per Boq Attached, High Stress Areas With Aminimum Thickness Of 20 Mm Of Finished Track Surface Asper Boq Attached, High Stress Areas With A Minimumthickness Of 25 Mm Of Finished Track Surface As Per Boqattached, Construction Of Sand Filling In Jumping Pits As Perboq Attached, Construction Of Steeplechase Pit Insidenorth D Portion As Per Iaaf Drawing And As Directed Byengineer In Charge As Per Boq Attached, Supply Of Sportstrack Field Equipment For Conducting Various Event A Polevault Box With Cover As Per Boq Attached, Take Off Boardsystem For Ljtj As Per Boq Attached, Hammer Cum Discussthrowing Ring With Cage As Per Boq Attached, Short Putthrowing Rings With Toe Board As Per Boq Attached, Aluminum Kerbing 400M Std Track As Per Boq Attached, Water Jump Hurdle For Steeple Chase Run As Per Boqattached, Conversion Circle Reducer For Dch As Per Boqattached
Widening Of Slab Culvert At Antri Obri Khadagda Road On Bhikhabhai Canal