View Bid Results For Alluvium Soil Tenders

We found 75 Bid Results related to alluvium soil tenders. You can find Contractor details who won alluvium soil tenders along with contract details in Bid awards announcements section.

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1.
Agriculture #10988522 Technical Bid
Tender for Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter. All Kinds Of Soils , Add Extra For Foundation/Trenches/Drains For Every Additional Lift Of 1.5 Mtr. Or Part Thereof In, All Kinds Of Soil , Supplying And Filling In Plinth With Blown Sand Under Floors Including Watering Ramming Consolidating And Dressing Complete Including Cost Of Sand. , Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc. Complete In Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. M10 Grade Nominal Mix 1: 3: 6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). , Providing And Laying In Position Specified Grade Of Cement Concrete For All Reinforced Cement Concrete Structural Elements Upto Plinth Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement. M20 Grade Nominal Mix / Design Mix , Providing And Laying In Position Specified Grade Of Cement Concrete For Reinforced Cement Concrete Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers (If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcement For Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc.M20 Grade Nominal Mix / Design Mix , Providing And Laying In Position Specified Grade Of Cement Concrete For Reinforced Cement Concrete Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc.M20 Grade Nominal Mix / Design Mix , Centering And Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways And Removal Of Formwork For Foundation , Footings, Strap Beam, Raft , Bases Of Columns Etc. , Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For :Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands, Coping Bed Plates, Anchor Blocks, Sills, Chhajjas, Lintel, Beam, Plinth Beam Etc. , Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For :Columns, Pillars, Posts And Struts Etc. , Providing And Fabricating Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding (Including Cost Of Binding Wire) All Complete Up To Floor Five Level. (Original Producers Who Manufacture Billet Directly From Iron Ores And Roll The Bilets To Produce Steel Conforming To Is:1786)Thermo-Mechanically Treated Bars (Conforming Of Relevent Is Code) , Add Extra For Providing Richer Mixes Respectively At All Floor Levels Providing M-25 Grade Concrete By Using Cement As Per Codal Provision Instead Of M-20 Grade Design Mix. , Random Rubble Stone Masonry For With Hard Stone In Foundation And Plinth In Cement Sand Mortar Above 30 Cm Thick Wall In:Cement Mortar 1:6 ( 1-Cement : 6-Sand). , Brick Work With Clay Flyash F.P.S. Brick (Is 13757- 1993 ) Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor Five Level In : Cement Mortar 1 : 6 (1 Cement : 6 Coarse Sand) , Add Extra For Square Or Rectangular Pillars In Superstructre Brick Work Up To Five Storey Upto 45 Cm Length And Two Corners Are Free , Half Brick Work With Mechanised Autoclaved Flyash Lime Bricks Conforming To Is: 12894 :2002 Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In. Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) , Supplying And Fixing In Walls Machine Cut And Polished Stone Shelves, Tands And In Cm 1:3 With Machine Cut Edges : Kota Stone Minimum 30Mm Thick. , P & F 1St Qualityheavy Duty Vitrified Polished Digital Tiles On Floor, Skirting And Steps Etc.In Different Sizes (Thickness Minimum 10Mm) With Water Absortion Less Than Or Equal 0.08% And Conforming To Is 15622 Of Approved Make In All Colour And Shade, Laid With 20 Mm Thick Cm 1: 4 Including Grounting The Joints With White Cement And Matching Pigment Etc Complete.Size 600Mm X 600Mm , Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills Counters, Floors Etc. Laid On 12Mm (Av.) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Jointing With White Cement Mortar 1:2 (1White Cement : 2 Marble Dust) With Pigment To Match The Shade Of The Marble Slab Including Grinding, Rubbing And Polishing Complete. Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour) Above 3601 Cm2 Slabs , Extra For Providing Edge Moulding To 15-18Mm Thick Marble/ Granite/Kota Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. Granite/Kota Stone Work Full Edge Moulding , Providing And Fixing 1St Quality Standard White, Grey, Ivory, Fume Red Brown, Light Green, Light Blue And Other Light Shades Glazed Tiles Confirming To Is : 13753 & Is :15622 Of Size 200Mm X 300Mm In Walls, Floors, Steps, Pillars Etc. Laid On A Bed Of Neat Cement Slurry Finished With Flush Pointing In The White Cement Mixed With Pigment To Match The Shade Of The Tile Complete (Excluding The Cost Of Cement Plaster On Walls And Pillar). , Providing And Fixing 1St Quality Mat Finished Ceremic Tile Size 300X300mm Confirming To Is : 13755 And Is : 15622 Colour Such As White, Grey, Ivory, Fume Red Brown, Light Green, Light Blue And Other Light Shades In Floors, Steps, Pillars Etc. Laid On A Bed Of Neat Cement Slurry Finished With Flush Pointing In The White Cement Mixed With Pigment To Match The Shade Of The Tile Complete (Including The Cost Of Cement Mortar Bed 1:4). , Extra For Using Size Above 200X300mm In Glazed Tiles And For Using 400Mm X 400Mm Mat Finished Tiles In Place Of 300Mm X 300Mm Size. Wall Tiles , Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal Dehyderesin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure A : 30 Mm Thick . Commercial Veneer Both Side , Extra For Providing External Lipping With 2Nd Class Teak Wood Battens 6 Mm Minimum Depth On All Edges Of Shutters (Over All Area Of Door Shutter To Be Measured) Over Item No. 8.13. , Providing And Fixing Pressed Steel Door Frames Confirming To Is 4351 Manufactured From Commercial Mild Steel Sheet Of 1.25 Mm Thickness Including Hinges Jamb, Lock Jamb, Bead And If Required Angle Threshold Of Mild Steel Angle Of Section 50X25mm, Or Base Ties Of 1.25Mm Pressed Mild Steel Welded Or Rigidly Fixed Together By Mechanical Means, Adjustable Lugs With Split End Tail To Each Jamb Including Steel Butt Hinges 2.5Mm Thick With Mortar Guards, Lock Strike-Plate And Shock Absorbers As Specified And Applying A Coat Of Approved Steel Primer After Pre-Treatment Of The Surface Including Filling With cement concrete 1:2:4(M15 Grade) Complete As Directed By Engineer-In-Chargeprofile C : , Providing And Fixing In Position Collapsible Steel Shutters With Vertical M.S. Channels 20 X 10 X 2Mm And Bracket With Flat Iron Diagonals 20 X 5Mm. Size With Top And Bottom Rail Of T-Iron 40 X 40 X 6Mm. With 40Mm Dia Steel Pulleys/Ball Bearing Complete With Bolts, Nuts Locking Arrangements Inside And Outside Stoppers, Handles Etc. As Per Specification Including Applying A Priming Coat Of Approved Steel Primer. (To Be Measured And Paid As Per Outer Dimension). , Providing And Fixing M.S. Sheet 1Mm Thick Single Leaf Door Shutter In Angle Iron Frame 35X35x5mm Suitabilly Diagonally Braced With 25X3mm Flat Iron Above And Below Lock Rail Of Size 50X5mm Beading Extra Including All Fittings, As Per Direction Of Engg. Incharge But Excluding Cost Of Chowkhats: Including Two Coats Of Anit-Corrosive Red Oxide Primer Paint , Providing And Fixing Steel Glazed Window Frame Made Out Of 80X40 Mm Hollow Sheet Section Of 16 Gauge Thickness, Joint Mitred Welded And Grinded Including Hold Fast Of Steel Lugs 13Mm X 3Mm And 15 Cm Long Embedded In C C Block 15 X 10 X 10 Cm Of 1:3:6 Nominal Concrete And Including Fixing Of Pivoted Hinges Of Superior Quality, Window Shutters Made Out Of 50 X 25.0 Mm Hollow Steel Section 15 Mm Paitam Of 18 Gauge Thickness, Joint Mitred And Grinded Including 10Mm X 10Mm Square Bars Welded To Frame For Paitam Fixing Float Glass 4Mm Thick Panes With Glazing Clips And Metal Sash Putty And Fixing Of Shutters Frames Peg Stay, U Shape Handle 100 Mm Long, Tower Bolts 100 Mm Long Of Steel Powder Coated Superior Quality Including Fixing And Jointing With Frame Hinges Priming Coat With Steel Primer Complete In All Respect As Per Direction Of Engineer-In -Charge , (A) Window Openable. , (B) Window Fixed. , Extra For Additional Shutter In Pipe Section Windows With Wire Gauge 14 Mesh X 24 Gauge , Providing And Fixing Square Bars Or Other Flat Welded To Window, Ventilatiors Etc. , Grading Roof For Water Proofing Treatment With Water Proffing Compound Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 75Mm Thick With 20Mm Thick Nominal Size Aggregate. , Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Cleaning Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Dark Shade Using Ordinary Cement. , Providing And Fixing Of Double Leaf Steel Shutter For Cupboard, The Frame Is Made Of Pressed Steel Isi Section 80X25 Mmx 1.25 Mm Thick With 1.00 Mm Ms Sheet To Spot Welded Including Holdfasts Of 15X3mm, Ms Oxidized Fittings Such As Butt Hinges, Sliding Doors Bolts, Handles, Tower Bolts And Twin Peg Etc Complete Including Applying Priming Coat Of Approved Steel Primer Of Red Oxide Zinc Chromate And Spray Painting In Approved Shade With Deco Paint Of Approved Quality Complete As Per Direction Of Engineer In Charge , 6 Mm Thick Cement Plaster To Ceiling Of Mix 1:3 (1Cement : 3-Fine Sand) , Plaster On New Surface On Walls In Cement Sand Mortar 1:4 Including Racking Of Joints Etc. Complete Fine Finish :12Mm Thick . , Plaster On New Surface On Walls In Cement Sand Mortar 1:4 Including Racking Of Joints Etc. Complete Fine Finish : 20Mm Thick . , Providing And Applying White Cement Based Putty Over Plastered Surface To Prepare The Surface Even And Smooth Complete New Plastered Surface (Three Or More Coats) , Wall Painting With Plastic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade Including All Scaffolding: Two Or More Coats On New Work Including Prepartion Of Base With Primer, Putty, Lippy Etc Complete In All Respect. , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade Including All Scaffolding. New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Base Coat Of Water Proofing Cement Paint Applied @ 2.20 Kg/ 10 Sqm ). , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work , Providing And Fixing Aluminum Work For Doors ,Windows, Ventilators And Partition With Extruded Built Up Standard Tubular / Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is :733 And Is :1285, Fixed With Rawl Plugs And Screws Or With Fixing Clips ,Or With Expansion Hold Fasteners Including Necessary Filling Up Of Gap. At Junctions , At Top ,Bottom And Sides With Required Pvc/Neoprene Felt Etc. Aluminium Section Shall Be Smooth ,Rust Free, Straight ,Mitered And Jointed Mechanically Wherever Required Including Cleat Angle Aluminium Snap Beading For Glazing /Paneling , C.P. Brass/ Stainless Steel Screws Al. Tower Bolt & Al. Handle & Al. Aldrop Etc.,All Complete As Per Architectural Drawings And The Directions Of Engineer- In - Charge .(Glazing And Paneling To Be Paid For Separately).For Fixed Portion Powder Coating Aluminum ( Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Aluminum Work For Doors ,Windows, Ventilators And Partition With Extruded Built Up Standard Tubular / Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is :733 And Is :1285, Fixed With Rawl Plugs And Screws Or With Fixing Clips ,Or With Expansion Hold Fasteners Including Necessary Filling Up Of Gap. At Junctions , At Top ,Bottom And Sides With Required Pvc/Neoprene Felt Etc. Aluminium Section Shall Be Smooth ,Rust Free, Straight ,Mitered And Jointed Mechanically Wherever Required Including Cleat Angle Aluminium Snap Beading For Glazing /Paneling , C.P. Brass/ Stainless Steel Screws Al. Tower Bolt & Al. Handle & Al. Aldrop Etc.,All Complete As Per Architectural Drawings And The Directions Of Engineer- In - Charge .(Glazing And Paneling To Be Paid For Separately).For Shutters Builtup Standard Tubular Sections Of Openable Doors ,Windows & Ventilators Including Providing & Fixing Hinges / Rollers Etc. And Making Provision For Fixing Of Fittings Wherever Required (Lockes Shall Be Paid For Separately). Powder Coating Aluminum ( Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Is : 6315 Marked, For Doors Including Cost Of Cutting Floors As Required, Embedding In Floors And Cover Plates With Brass Pivot And Single Piece M.S. With Stainless Steel Cover Plate , Providing And Fixing Glazing In Aluminium Door, Window ,Ventilator Shutters And Partitions Etc. With Pvs / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge.(Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item.)With Float Glass Panes Of 5.0 Mm Thickness ( Weight Not Less Than 13.50 Kg/Sqm) , Providing And Fixing Expanded Grill Made Of Aluminum As Per Design And Drawing Having Members Section Of Size 7.5Mm X 6.0Mm And Opening Of Size 102Mm X 99Mm To Aluminum Window/Vent With Required Screws, Y And H Aluminium Sec (As Per Drawing) At The Ends And Middle Joints Respectively Complete In All Respect As Per Direction Of Engineer In Charge.Powder Coating Aluminum ( Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing 12 Mm Thick Prelaminated Three Layer Medium Density (Exterior Grade ) Particle Board Grade I, Type Ii Conforming To Is : 12823 Bonded Formaldehyde Synthetic Resin ,Of Approved Brand And Manufacture In Paneling Fixed In Aluminium Doors ,Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Direction Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side. , Providing And Fixing Curtain Rods Of 1.25 Mm Thick Chromium Plated Brass Plate, With Two Chromium Plated Brass Brackets Fixed With C.P. Brass Screws And Wooden Plugs, Etc., Wherever Necessary Complete: 20 Mm , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth Side Of Foundation Etc. In Layers Not Exceeding 20 Cm. In Depth, Consolidating Each Deposited Layer By Ramming And Watering Including Lead Up To 50 Meter And With All Lift. , Carriage Of Earth Incloding Loading ,Unloading Without Stacking With Lea Of 5Km , Making Grooves As Per Design In Plaster 10Mm To 20Mm Wide. , Extra For Plastering Done On Moulding Cornices Or Architraves Including Neat Finish To Line And Level: In Two Coats , Providing & Fixing Uv Stabilised Fiberglass Reinforced Plastic Sheet Roofing Upto Any Pitch Including Fixing With Polymer Coated ‘J Or ‘L Hooks, Bolts & Nuts 8Mm Dia. G.I Plain/Bitumen Washers Complete But Excluding The Cost Of Purlins, Rafters, Trusses Etc. The Sheets Shall Be Manufactured Out Of 2400 Tex Panel Rovigs Incorporating Minimum 0.3% Ultra-Voilet Stabiliser In Resin System Under Approximately 2400 Psi And Hot Cured. They Shall Be Of Uniform Pigmentation And Thickness Without Air Pockets And Shall Confoim To Is 10192 And Is 12866.The Sheets Shall Be Opaque Or Translucent, Clear Or Pigmented, Textured Or Smooth As Specified.5.0Mm Thick (Wt. 8.4 Kg./Mtr. Sq.) , Providing Gola 75X75 Mm In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone Aggregate 10Mm And Down Gauge) Including Finishing With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) As Per Standard Design : , Crazy Marble Stone Flooring 20Mm Thick Marble Stone With Black Or Of Specified Colour Topping Including Filling The Gaps With Cement Marble Chips Mix In Proportion Of 4 : 7 (4Cement : 7 White Black Or White Or Black Marble Chips) Size From 1Mm To 4Mm By Volume And Under Layer Of 25Mm Thick Cement Concrete [1:2:4, Graded Stone Aggregate 12.5Mm Nominal Size] Rubbing And Polishing And Cement Slurry Etc. Complete : In Ordinary Cement. , Extra In Marble/Other Flooring Work For Upto 50 Mm Wide Strip Of Green/White/ Jaisalmer Stone In Flooring Work As Per Direction Of Engineer In Charge , Providing & Fixing Precast Cement Concrete Coping 1 : 2 : 4 Mix 50Mm Thick Complete As Per Specification : , Renewing Glass Panes,With Putty And Nails Wherever Necessary Float Glass Panes Of Thickness 5 Mm , Filling Of Sunk Portion Of Roof With Earthen Pots Of Required Height Including Filling Voids With 1:3:6 Light Concrete, Using Brick Bats Complete Levelling And Dressing The Surface By 50Mm Thick Cement Concrete 1:2:4 As Per Specification. , Supply And Fixing In Cement Mortar Welded Hand Railing Made Out Of Ms Round Or Square Bars, Flats Etc. For Staircase Or Verandah As Per Design Complete In All Respect (Wooden Or Pvc Hand Railing To Be Paid Extra) With Priming Coat Of Red Oxide. , Extra For Providing D Type Pipe Head As Top Of Hand Railing , Providing And Fixing Almirah Lock (50 To 70 Mm Size )Of Approved Make Without Pair Of Handles For Door With Necessary Screws Etc Complete As Per Direction Of Engineer-In-Charge. , Providing And Fixing Stainless Steel Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). Grade 304 , Lettering With Black Japan Paint Of Approved Brand And Manufacture. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Tractor Mount Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Morth Specification Clause 401..For Grading Iii Material , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 5.00Km As Per Morth Specification Clause 305.3 , Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mixer (Pug Mill), Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers In Sub-Base/Base Course On A Well Prepared Sub-Base And Compacting With Smooth Wheel Roller Of 80 To 100Kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400-12 & 400-13 And Morth Specification Clause 406.By Mechanical Means With All Lead , Providing And Laying Of Interlocking M-30 Grade Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And As Per Is 15658:2006.And All Materials Shall Conform To Morth Specification Clause 602.With M-30 Grade 0.30 Mtr X 0.30 Mtr X 0.15 Mtr Edge Blockscategory B : Dentated Only Two Side Like I,Z,T Shape As Per Irc:Sp:63-2004 , Construction Of Tube-Well From Ground Levels And Upto 100 Meter Depth And Above To Accommodate Housing And Assembly Pipe Of Following Sizes In All Types Of Alluvium Strata By Percussion/ Rotary Drilling Method And With Gravel As Per Is:4097-1967 And Packing As Per Is:2800 (Part I -& Ii) 1979 As Amended Upto Date (The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes, With Supply And Wrapping Of Coir-Rope, Wherever Necessary, For Arresting Fine Sand Particles. The Work Will Not Include Cost Of Housing Pipe And Strainer Pipe Assembly And Development Work, But Work Would Be Completed After Obtaining Sand Free Water).200Mm Dia. Nominal Bore. , Construction Of Tube-Well Upto 100 Meter Depth And Above In All Type Of Rocks By Dth System And Over Burden, To Accommodate Casing Pipe Of Following Sizes In All Types Of Soils And Over Burden Including Lowering Of Casing Pipes, But Excluding Cost Of Casing Pipes As Per Is : 2800 (Part I & Ii) 1979 Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe: 200Mm Dia. , Supply Of Strainer Pipes Made Of Erw M.S. Black Pipe Isi Mark Of Following Sizes At The Site Of Work Including Required Size Of Slotting As Per Is:8110-1985. 200Mm Normianl Bore , Supply Of Erw M.S. Black Casing Pipe Isi Marked Is:4270/ 1992) Of Grade Fe410 Of Following Sizes At Site Of Work. 200Mm Normianl Bore , Development Of Tube Well As Per Is Specification Using Suitable Compressor To Give Sand Free Water For Required Yield Of The Gravel Packed Tube Well. , S & F Tube Well Cover Of M.S.Sheet (6Mm Thick) With Nuts And Bolts Complete For Casing Size:200Mm Dia. , S & F M.S. Clamp, Set Of 50 ×6Mm Flat Iron With Nuts And Bolts Etc. For Holding The Riser Pipe Assembly Of Submersible Pump Set. , P & F Indian Type White Glazed Vitreous China 1St Quality W.C. Orissa Pan (Is :2556 Mark) With 100 Mm Vitreous China P Or S Trap Including Cutting And Making Good The Wall And Floor: Size 580X440mm. , P & F European Type White Glazed Vitreous China 1St Quality Double Syphonic W.C (Is :2556 Mark) With P Or S Trap Including Cutting And Making Good The Wall And Floor , P & F Water Closet Seat Covers With Brass Hinges Complete :Solid Pvc (Is 2548 Marked) Grade-I Black For Ewc. , P & F Low Level Flushing Cistern Of 10 Litres Capacity (Is : 2556 Mark) Of Approved Make With Complete Fittings C.I. Brackets Duly Painted, Brass Ball Cock With Ball (Is: 1703 Mark) Complete Including Cutting And Making Good The Wall: Pvc With Pvc Bend And Superior Internal Fittings As Per Is : 7231 . , P & F Flush Pipe Of Approved Make With Complete Fittings For High Level Flushing Cistern: Pvc Exposed (Heavy) 32Mm. , P & F Wvc Wash Basin (Ist Quality Is:2556 Mark) Of Approved Make With C.I. Brackets Duly Painted 1 No. 15 Mm C.P. Pillar Cock (Is:8934 Mark) & 32 Mm C.P. Brass Waste Coupling Of Approved Make, P.V.C Waste Pipe With Pvc Nut 32 Mm Complete Including Cutting & Making Good The Wall : , Size 580 Mm X 450 Mm , Size 630 Mm X 500 Mm Dia For Counter Top , P & F Bevelled Edge Mirror/Mirror With Teak Wood Lipping Around Of Special Glass Of Approved Make As Per Direction Of Engineer-In-Charge Complete With 6Mm Thick Commercial Ply Base Fixed To Wooden Screws & Washers. Size 600 X 450Mm X 4 Mm Thick , P & F Towel Rail Or Ring Of Approved Quality/Make: , C.P. Brass Towel Rail Elbow Type With Concealed Screws Size 450Mm (Heavy Duty). , P & F Grating Of Approved Quality/Make: , Stainless Steel Sheet Size 125Mm Dia. , P & F Liquid Soap Container With Brackets Complete Of Approved Make: , P & F Jet Spray For Water Closet With C.P. Copper Tube Flange Of Approved Make. , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes (Is 15778 : 2007 Code) Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I/C Fixing The Pipe With Clamps At 1 Metre Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. (Internal Work Exposed On Wall) , 20 Mm Nominal Outer Dia Pipes , 25 Mm Nominal Outer Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes (Is 15778 : 2007 Code) Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. (Concealed Work Including Cutting Chases And Making Good The Walls Etc.,) , 20 Mm Nominal Outer Dia Pipes , 25 Mm Nominal Outer Dia Pipes , Making Connection Of G.I. Distribution Branch With G.I. Main Including All Fitting. , Upto 25Mm Dia , P & F Bib Cock (Is : 8931 Mark), Superior Quality Of Approved Make: , C.P. Brass Bib Cock,15Mm Nominal Bore. , C.P. Brass Bib Cock Long Body, 15Mm Nominal Bore Weight Not Less Than 690 Gm , P & F Ball Cock (Is :1703 Mark) With Rod & P.V.C. Ball Complete : Brass Wt. Not Less Than 300 Gm,15Mm. , P & F Inlet Connection (Angle Valves) Superior Quality, Of Approved Make, For Wash Basin, Gyser Etc. C.P. Inlet Connection 15Mm.Brass (Is : 8931 Marked) , P & F 15 Mm. Dia Connection Pipe Of Approved Quality/Make : Pvc Pipe With C.P. Brass Nuts Upto Length 450Mm. , P & F Full-Way Valve (Is:778 Mark) Or Wheel Valve Of Approved Make : , Gun-Metal 15Mm Nominal Bore. , Gun-Metal 25Mm Nominal Bore. , P & F Pvc Storage Tank Isi Marked (Is : 12701) Indicating The Bis License No), Of Approved Make With Cover, 25Mm Dia 1M Long G.I. Over-Flow Pipe & 25 Cm. Long Wash Out Pipe With Plug & Socket, Including Making Connection Etc., Complete Of Approved Design: 1000 Litres Capacity , P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii/ (4 Kg. /Cm2.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant. 160 Mm Dia , P & F S.W. Master Trap (Inter-Cepting) A Grade (I.S.: 651 Marked) Of Approved Quality/Make 150Mm Dia , P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii/ (4 Kg. /Cm2.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant. 110 Mm Dia , P&F Rigid Pvc Pipe Fittings (Is: 4985 Mark) Of Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant: 110Mm Dia , Coupler (Socket) , Plain Tee , Bend 45 , Vent Cowel , Pipe Clip , Multi Floor Trap , Construction Of Manhole In All Type Of Soil Inner Size 90 X 60 Cm. 300 Mm Thick Masonry In Cm 1:6, 10 Cm. Thick Cement Concrete 1:5:10 In Foundation, 20 Mm Thick Inside Plaster In Cm 1:6, Finished With Floating Neat Cement, 50Mm Thick M-15 Grade cement concrete Flooring, Making Channels, 80Mm Thick Stone Slab Covering With 40Mm Thick M-15 Grade cement concrete Flooring, Cement Cover With Frame Of 450Mm Dia, Earthwork Etc. Complete As Per Design Including Disposal Of Surplus Earth Within 50 Mtr. Lead. Depth Up To 0.5 M , Construction Of Chamber In All Type Of Soil With 300 Mm Thick Masonry In Cm 1:6 M,10 Cm Thick cement concrete 1:5:10 In Foundation, 20Mm Thick Insider Plaster In Cm 1:6, Finished With Floating Neat Cement, 50Mm Thick M-15 Grade cement concrete Flooring , Earthwork Etc. Complete As Per Design Including Disposal Of Surplus Earth Within A Lead Of 50 Mtr. -Do- Size 600 X 450Mm Depth Upto 0.5 M Cement Cover With Frame. , Construction Of Septic Tank In All Types Of Soil With 40 Cm .Thick Masonry In Cm 1:6, 15 Cm Thick cement concrete Bed Of 1:5:10, M-15 Grade cement concrete Floor & Reinforced Cement Concrete Slab Covering With M15 Grade cement concrete Floor, 50 Mm Thick Stone Slab Partition Walls, 20 Mm Thick Plaster In Cm 1:6 Finished With Neat Floating Cement, 4 Nos Stone Foot Rests Of Approved Design ,Two No. 450 Mm Dia Each Ferro Cement Cover With Frame, Earth Work Etc. Complete As Per Approved Drawing Including Disposal Of Surplus Earth Within A Lead Of 50 Mtr:- Size 400 X140x150 Cm.(For 50 Users) With 115 Mm Thick Reinforced Cement Concrete (M-20) Slab With Tor Steel Reinforcement 10Mm Φ @15 Cm C/C Bothways Including Shuttering Complete In All Respect. , Construction Of Recharge Shaft In Filter Pit Including Earth Work Excavation , Lifting Excavted Earth With All Lift And 50 M Lead And Centering & Shuttering Evenever Required.Diameter 900 Mm , Supply & Fixing Pre-Cast Reinforced Cement Concrete Rinngs At The Mouth Of Recharge Shaft Of M20 Mix With 40 Mm Thicknessdiameter 900 Mm , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter. All Kinds Of Soils , Add Extra For Foundation/Trenches/Drains For Every Additional Lift Of 1.5 Mtr. Or Part Thereof In All Kinds Of Soil , Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc. Complete In Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. M10 Grade Nominal Mix 1: 3: 6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). , Random Rubble Stone Masonry For With Hard Stone In Foundation And Plinth In Cement Sand Mortar Above 30 Cm Thick Wall In:Cement Mortar 1:6 ( 1-Cement : 6-Sand). , Plaster On New Surface On Walls In Cement Sand Mortar 1:4 Including Racking Of Joints Etc. Complete Fine Finish :20Mm Thick . , Finishing With Neat Cement (Punning). , Providing And Laying In Position Specified Grade Of Cement Concrete For Reinforced Cement Concrete Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc. M20 Grade Nominal Mix / Design Mix. , Add Extra For Providing Richer Mixes Respectively At All Floor Levels, Providing M-25 Grade Concrete By Using Min 410 Kg Of Cement Per Cum Instead Of M-20 Grade Design Mix. , Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For : Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands, Coping Bed Plates, Anchor Blocks, Sills, Chhajjas, Lintel, Beam, Plinth Beam Etc. , Providing And Fabricating Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding (Including Cost Of Binding Wire) All Complete Up To Floor Five Level. Thermo-Mechanically Treated Bars (Conforming Of Relevent Is Code). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 75Mm Thick With 20Mm Thick Nominal Size Aggregate. , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting (Height Upto 10 M) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete: , Inside Size 600X450mm Upto Depth Of 0.5M & 38Kg Ci Cover With Frame , 250Mm Dia Internal. , P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii(4 Kg. /Cm.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant, 160Mm Dia. , 250Mm Dia S.W. Pipe. , P & F 60 Cm. Wide M.S. Ladder In Open Well Made Of Flat Iron 32X5mm And 10Mm Dia Bars @ 200Mm C/C With Angle Iron Hold Fasts At Suitable Interval Complete As Per Drawing. , Construction Of Tube-Well From Ground Levels And Upto 100 Meter Depth And Above To Accommodate Housing And Assembly Pipe Of Following Sizes In All Types Of Alluvium Strata By Percussion/ Rotary Drilling Method And With Gravel As Per Is:4097-1967 And Packing As Per Is:2800 (Part I -& Ii) 1979 As Amended Upto Date (The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes, With Supply And Wrapping Of Coir-Rope, Wherever Necessary, For Arresting Fine Sand Particles. The Work Will Not Include Cost Of Housing Pipe And Strainer Pipe Assembly And Development Work, But Work Would Be Completed After Obtaining Sand Free Water).200Mm Nominal Bore , P & F G.I. Pipes (Internal Work) With G.I. Fittings (Is:1239-1992 Mark) & M.S. Clamps Including Cutting And Making Good The Walls And Floors : Exposed On Wall, 15 Mm Dia Nominal Bore. B - Class. , Supply Of Strainer Pipes Made Of Erw M.S. Black Pipe Isi Mark Of Following Sizes At The Site Of Work Including Required Size Of Slotting As Per Is:8110-1985. , Size 9 To 12 Mm , Size 3 To 5 Mm , Wiring Of Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade (Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Virgin Material Pvc Conduit & Its Isi Marked (Is:3419-1988) Accessories, Round Tiles, 1.2 Mm Thick Hot Dipped Galvanized Modular Box With Earth Terminal, 10A Modular Switch,Modular Face Plate With Grid Plate, 3 Pin Ceiling Rose / Holder /3 Way Connector, Screws, Making Connections, Testing Etc. As Required. For Specification Of Copper Conductor, Phenolic Laminated Sheets & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07 For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , Short Point (Up To 3 Mtr.) , Medium Point (Up To 6 Mtr.) , Long Point (Up To 10 Mtr.) , Wiring Of Twin Control Light Point With 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade (Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Pvc Conduit & Its Isi Marked (Is:3419-1988) Accessories, Round Tiles, 2 Nos Hot Dipped Galvanized M.S Modular Box Of 1.2 Mm Thick With Earth Terminal,2 Nos10 A Two Way Modular Switch, 3 Pin Ceiling Rose / Holder / 3 Way Connector ,Modular Face Plate With Grid Plate, Screws, Making Connections, Testing Etc. As Required. For Specification Of Copper Conductor, Phenolic Laminated Sheets & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07 For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Medium Point (Up To 6 Mtr.) , Long Point (Up To 10 Mtr..) , Wiring Of 3/5 Pin 6 Amp. Light Plug Point With 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade(Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Pvc Conduit & Its Isi Marked (Is:3419-1988)Accessories, Hot Dipped Galvanized Modular Box Of 1.2 Mm Thick With Earth Terminal, 10 A Modular Switch, 3/5 Pin 6 A Modular Socket, Modular Face Plate With Grid Plate, Screws, Making Connections, Testing Etc. As Required. For Specification Of Copper Conductor, Phenolic Laminated Sheets & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07 For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , On Board , Short Point (Up To 3 Mtr.) , Medium Point (Up To 6 Mtr.) , S&F Following Sizes (Dia.) Of Isi Marked Virgin Material Mms ( Is:9537 P - Iii ) Pvc Conduit Along With Isi Marked (Is:3419-1988) Accessories As Required In Recess Including Cutting The Wall, Covering Conduit And Making Good The Same As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 25 Mm , 32 Mm , Supplying And Drawing Fr Pvc Insulated & Unsheathed Flexible Copper Conductor As Per Pwd Specification For Electrical Works With Isi Marked (Is:694) And As Per Is 8130 : 2013 Of 1.1 Kv Grade . Wire Should Be Made From 99.90 % Purity Copper, Class 5 Stranding In Acc. To Is:8130/Iec 60228 For Lower Watt Loss , Oxygen Free For Less Chances Of Oxidization, Insulation Pvc Type A/C/D , Flame Retardant As Per Is 10810-53, Better Amperage Rating As Per Is:3961 Part 5, In Existing Surface Or Recessed Pvc/ Ms Conduit/Casing Capping Making Connections With Copper Lugs Of Suitable Size, Ferrules,Testing Etc. As Required. Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Wires. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 2X 1.5 Sq.Mm , 2 X 2.5 Sq. Mm. + 1X1.5Sqmm , 2 X 4.0 Sq. Mm. + 1 X 2.5 Sq. Mm. , 4 X 10.0 Sq.Mm , 4 X 16.0 Sq.Mm , Supplying And Fixing Of Power Plug Point With Modular Accessories As Per Pwd Specification For Electrical Works, On Hot Dipped Galvanized Modular Box Of 1.2 Mm Thick With Earthing Terminal/Connector On Surface Or In Recessed With Suitable Size Of Modular Face Place With Grid Plate And Cover Plate Including Cost Of Isi Marked Modular 16 Amp. Switch (Is :3854) And 6/16 Amp. Socket Outlet (Is:1293) Making Connection , Testing , Etc. As Required. For Specification Of Wiring Accessories Refer Chapter E - 07 Related Item & For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Providing & Fixing Of Wiring Accessories Oem Fabricated Following Size Gi Box Of 1.2 Mm Thick With Earthing Terminal And Adjustable Floating Clamp In Recess/ Surface Suitable For Modular Accessories As Required.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1/2 Module , Providing & Fixing Of Following Size Mounting Grid Plates With Cover Plates Made From Fire Retardent Uv Established High Performance Engineering Plastic Suitable For All Universal Metal Boxes For Front Installation & Removal Direct Fit Type Complete In All Respect.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1-2 Module , Providing & Fixing Of 240/415 V Ac Mcb With Positive Isolation Of 10 Ka Breaking Capacity (B/ C/D Tripping Characteristic As Per Type Of Load And Site Requirement) 4 Kv Impulse Withstand Voltage, Isi Marked Is 8828(1996) / Conforming To Iec 60898-1 2002, Iec 60947-2, Low Watt Losses, Trip Free Mechanisum , Energy Limiting Of Class 3 As Per Iec, Minimum Phase Termination Capacity Of 35Sq.Mm. , Conductor Line Load Reversibility , Ip 20 Contact Protection And Fitted In Existing Distribution Board/Sheets, Minimum Electrical Operation 20,000 Upto 20 A Rating And 10,000 Upto 63 A, 5000 For 80 A & Above Rating Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , Single Pole Mcb (With B/C Curve Tripping Characteristics) , 6 A To 32 A Rating , Providing & Fixing Of Recessed/Surface Mounting Heavy Duty Horizontal Type Double Door ( Metal / Glazed )Distribution Board With Metal End Box Made Out From Galvanized Steel / Crca Sheet Not Less Then 1.2 Mm Thick Conforming To Is-8623-1 & 3 / Iec 61439- 1 & 3, Powder Painted Complete With Reversible Door (For Double Door Db Only )100 Amp. Insulated Copper Bus Bar/Shorting Link , Copper Neutral Link, Copper Earth Link , Color Coded Interconnecting Wire Set Of Suitable Rating And Din Bar,Masking Sheet, Making Internal Db Terminations With Copper Lugs, Ferrules, Detachable Gland Plate, Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Metal Door (Three Phase) Ik-09 And Ip-43 With Metal End Box , 6 Way , Providing & Fixing Of Recessed/Surface Mounting Heavy Duty Vertical Tpn Distribution Board With Metal End Box With Provision Of Incomer Suitable For Mcb / Rccb And Sp / Tp Mcb As Outgoing ,Made Out From Galvanized Steel / Crca Sheet Not Less Then 1.2 Mm Thick Conforming To Is-8623-1 & 3 / Iec 61439- 1 & 3. Powder Painted With Reversible Door (For Double Door Db Only ) Complete With Insulated 100 A Rating Copper Bus Bar, Neutral Bars With Shrouds, Earth Bar , Color Coded Interconnecting Wire Set Of Suitable Rating And Din Bar,Masking Sheet, Making Internal Db Terminations With Copper Lugs, Ferrules, Detachable Gland Plate, Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge.For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Double Door Ik-09 & Ip-43 With Metal End Box , 6 Way(8+18) , Providing & Fixing Of 240/415 V Isolator Isi Marked Is:13947-Iii/Conforming To Iec 60947-3, Suitable For Ac22a Utilization Category, 4Kv Impulse Withstand Voltage, True Contact Indication, Red Colour Dolly / Lever Shall Have Single Mould Covering Over All Poles For Operation , Two Position Din Rail Mounting, Minimum Phase Termination Capacity Of 35Sq.Mm. Ip 20 Contact Protection And Fitted In Existing Distribution Board / Sheet Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge.For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Four Pole Isolator , 80 A/ 100 A Rating , Triple Pole Isolator , 63A Rating , Providing & Fixing Of Following Modular Accessories As Per Pwd Specification For Electrical Works, Made Out Of Unbreakable And Fire Retardant Vergin Poly Carbonate With Brass Terminals And Captive Screws & Silver Alloy Contact Tip With Ip-20 Rating , Including All As Per Pre Approved By Engineer In Charge,Making Connections, Testing Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 25 Amp. 2 Module Motor Starter With On / Off Push Button , Blanking Plate , Providing & Fixing Of Modular Type 120 W Step Fan Regulator Duly Isi Marked (Is 11037:1984 ) With Cm/L No. Printed Made Out Of Unbreakable And Fire Retardant Vergin Poly Carbonate With Brass Terminals And Captive Screws & Silver Alloy Contact Tip With Ip-20 Rating , Including All As Per Pre Approved By Engineer In Charge,Making Connections, Testing Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 5 Step Fan Regulator 2 Module 360 Dgree Rotating , Providing & Fixing Of Modular Type Switch/ Bell Push Duly Isi Marked (Is :3854) With Cm/L No. Printed And Made Out Of Unbreakable And Fire Retardant Vergin Uv Stabilized Polycarbonate With Brass Terminals And Captive Screws & Silver Alloy Contact Tip With Ip-20 Rating ,Minimum Width Of Switch Toggle( Push Part ) Should Not Less Then 20Mm, Including All As Per Pre Approved By Engineer In Charge,Making Connections, Testing Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 10 A Bell Push , Providing & Fixing Of Ding Dong/Musical Chime Bell As Per Pwd Specification For Electrical Works, Including Making Connection Testing Etc. As Required.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Supply Installation Testing and Commissioning of 3 /4 Pole Current Limiting Moulded Case Circuit Breaker (Mccb) Made Of Flame Retardent & Heat Resistant Material Having Following Current Rating, Short Circuit Breaking Capacity At 440/415 V, 50 Hz; O/L & S/C Settings , Conforming To Is/Iec 60947 P -2 :2003 With Front Face And Centralised Adjustable, Trip Free Mechanisum, True Contact Position Indicator, Line Load Interchangeability, Designed For Both Horizontal & Vertical Mounting Without Any Adverse Effect On Electrical Performance, Suitable For Operation Upto 55 Degree And Without Derating Upto 40 Degree, Pollution Degree 3, Having Positive Isolation Capability, Push (Test) To Trip, Trip Time Less Then 10 Ms Under S/C Condition, Breaking Capacity Ics = 100% Icu. U Improvement =8 Kv, Rated Insulation Voltage 690 V. Provision For Uvr , Shunt Trip , Earth Fault Trip, Door Interlock, Pad Lock & Rotary Handle , Including Making Connections Etc. As Required.Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Certificate Before Execution All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , 3 Pole Mccb With Thermal Magnetic Release , Up To 100 annual periodical maintenance , 25 Ka, Adjustable O/L & Adjustable S/C Setting, , Providing & Laying P.V.C. / Xlpe Insulated & P.V.C. Sheathed Arrmoured Aluminium Cable Confirming To Is:1554 P-I / Is :7098 P - I Of 1.1 Kv With H4- Grade Electrolytic Aluminium Conductor Confirming To Is 8130 Of Purity 99.6 %, Round / Flat Strip Armouring Of Cables, Inner / Outer Sheath Confirming To Is:5831 In Existing Reinforced Cement Concrete / Hume / Stoneware / Pvc Pipe/ Open Duct/Cable Trench / Cable Tray(With Cable Tie) Including Testing Etc. As Required Of Following Size. Oem Must Have Its Own In House Nabl Accrediated Laboratory For Testing Procedure As Per Is:10810.For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 35.0 Sq. Mm , 3.5 Core , Add Extra For Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Direct In Ground Including Excavation Of Trench Of Size 75 Cm (Depth) X 35 Cm(Width) , With Procedure As Per Following Points:- (A) Make A River Sand Bed Of Height 125 Mm Along The Trench, (B) Lay The Cable In The Middle Of The Trench, (C) Provide River Sand Bed Of Height 125 Mm On Top Of The Cable, (D) Lay The Protective Common Burnt Clay F.P.S. Bricks Of Class Designation 75 / Sand Stone Slabs Of 50 Mm Thickness And 225 Mm Wide Just Above The Sand Bed Vertically Across The Cable ( Approx. 9 No. Bricks Per Mtr.), (E) Backfill The Excavated Soil Leaving 300 Mm From The Ground Level, (F)Lay The Cable Warning Tape And Again Back-Fill The Remaining Portion Of The Trench Upto The Ground Level And Compacting The Earth , Supplying And Making End Termination With Heavy Aluminium Lugs ( Pin / Ring Type ) Confirming To Is 8309 -1993 & Is 8337-1976 Duly Crimped With Crimping Tool, Pvc Tape Etc Of Following Size.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 35.0 Sq.Mm , P / L Of Double Wall Corrugated Hdpe Pipe Confirming To Is : 16205 P-24, Stiffness Class 750 N, Externally Corrugated And Having Smooth Surface Inside With Hdpe Coupler, Elbow, Tee At Required Depth Below The Ground For Laying Cable Of Following Nominal Outer Dia. Mfr Test Report From Nabl Accrediated Is To Be Submitted.(Excavation Of Earth & Back Filling With Compaction Is To Be Paid Extra)All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 50 Mm , Labour Charges For Excavating Trenches Of Required Width For Pipes Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 Mtr. Including Taking Out The Excavated Soil, And Then Returning The Soil As Required In Layers Not Exceeding 20Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 Mtr.: , All Kind Of Soils , Providing & Fixing Of Bee Star Rated Copper Wounded Double Ball Bearing Capacitor Start, Aluminium Body & Metallic Blade Ceiling Fan Conforming To All The Performance Requirements Laid Down In Is 374:2019 Including All Amendments, As Applicable ; & Carry Bis Licensing (I.E. Isi Marking) With Down Rod Up To 80 Cm With Secondary Support Safety Cable ( Steel Rope) , Cotter Pin With 3 X 1.5 Sq.Mm Pvc Insulated Flexible Copper Conductor Making Connection Testing Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1200 Mm Sweep Bee 1 Star Rated (Service Value =4.0 To 4.5 ) , P & F 1.2Mm Thick M.S. Recessed Fan Box, Hexagonal/ Round Of Size 130 Mm Dia, Depth 75Mm, 12 Mm Dia Rod Fan Hook With 100 Mm Length Extended On Each Side . All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , Providing & Fixing Of Of Double Ball Bearing, Copper Wounded Capacitor Start Single Phase Metallic Blade Fresh Air Fan, In Existing Opening Including Cost Of Hardware , Flexible 3 Core Copper Conductor ,Making Connections, Testing Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 300 Mm Sweep , P & F Of Gravity Louver Shutter Of Superior Quality Made Out Of Frame Of 18 Swg M.S. Sheet & Louvers Made From 24 Swg Ms Sheet With Enamel Paint Including Cost Of Nuts, Bolts, Etc As Reqd. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Up To 380 Mm Size , Providing & Fixing Of Energy Efficient Direct Fit (Retrofit) Polycarbonate/ Glass Housing Smd Mid Power Led Tube Rod (With Integral Driver & Alumn. Heat Sink ), On Existing Fixture. System Lumen Efficacy ≥ 100 Lm/Watt Output, Internal Surge Protection Of 2.5 Kv ,Thd 20% ,P.F.≥0.95,Cri 80 , Life Time Of Minimum 35000 Burning Hours With , 70% Of Intial Lumen Maintaned Till Life Ends , Cct 3000°K / 4000°K / 5700°K /6000°K/6500°K (As Per Ansi Bin) , Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Bis Standard And Trade Mark Certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing. Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79 & Lm80)Certificate / Report From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1200Mm , Min. Lumens Output 2000 Lm Led Tube Rod With Polycarbonate Housing , Providing & Fixing Of Ip20, 2X2 Led Surface/ Recessed Mounting Mid Power Smd Type Led Light Fixture Not Less Than 50Mm Housing Depth Made From Crca Sheet Steel Housing, High Purity / Transmisivity Uv Stabilized Non -Yellowish Diffuser For Uniform Light Distribution. High Efficiency With 4 Kv Internal/External Surge Protection Bis Certified Isolated Driver Having Efficiency 85% , With Short & Open Circuit Protection (Integral With Light Fixture). System Lumen Efficacy Of ≥ 120 Lm/Watt ,Thd 10 % , P.F.≥0.95,Cri 80 , Life Time Of Minimum 50000 Burning Hours With , 70% Of Intial Lumen Maintaned Till Life Ends , Cct 3000°K / 4000°K / 5700°K /6000°K/6500°K (As Per Ansi Bin) , Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Bis Standard And Trade Mark Certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing. , Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79 & Lm80) Certificate / Report From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Surface Moutning , Minimum Lumen Output 3600 Lm , Providing & Fixing Of Ip-20 Led Recessed / Surface Mounted, Round / Sqaure Smd Mid Power Led Downlight With Power Coated Die-Cast Aluminum Housing With Uv Stabilized Non Yellowish Diffuser With Bis Complience 2.5 Kv Surge Protected Isolated Driver, With Short & Open Circuit Protection, Having Efficiency 85% . System Lumen Efficacy Of ≥ 110 Lm / Watt, Thd 10 % , Pf.≥0.95, Cri 80, Life Time Of Minimum 50000 Burning Hours With , 70% Of Intial Lumen Maintaned Till Life Ends , Cct 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As Per Ansi Bin) , Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Bis Standard And Trade Mark Certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing. , Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79 & Lm80) Certificate / Report From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Surface Mounting (With Extruded Alumn. Housing ) , Minimum Lumen Output 1300 Lm , Minimum Lumen Output 1950 Lm , Plate Earthing As Per Is:3043 With Hot Dipped G.I. Earth Plate Of Size 600Mm X 600Mm X 6.0Mm By Embodying 3 To 4 Mtr. Below The Ground Level With 20 Mm Dia. G.I. B Class Watering Pipe ,Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, And Heavy Duty Weather Proof Poly-Propylene Earth Pit Chamber With Lockable Jam Free Lid Suitable For Safe Working Load 5000 Kg Or More Of Size Top Dia. 225 To 260 Mm, Bottom Dia 300 To 350 Mm. And Height 250 To 300 Mm. And Embodying The Pipe Complete With Alternate Layers Salt And Coke/ Charcoal, Testing Of Earth Resistance For Value Of 5 Ohms Or Less As Required & Must Record By Engineer In Charge During Site Visit And Ensure To Enter In Measurment Book.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Supply & Laying Following Size Earth Wire In Horizontal Or Vertical Run In Ground/Surface/Recess Including Riveting, Soldering, Saddles, Making Connection With Gi/Cu Purity Purity 95% Thimble Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached. , 8 Swg G.I. ( Hot Dipped ) Wire , Providing & Fixing Of Ik08, Ip 66 Protected Led Street Light Luminaire On Existing Bracket/Pole. Fixture Made Of Powder Coated Single Piece Pressure Die Cast Aluminum Material With Heat Dissipation Fins On Housing With Uv Stabilized Pc (Uv Stablization Report Submitted For Uv Cover ) /Toughened Glass Cover And Secondary Lens On Each Led & Should Be Smd Type Of 3 To 5 Watt Each . The System Efficacy =125 Lm/ Wt And Potted Driver & Has A Unique Bis R Number With Input Voltage Ac 120 To 270 V Ac With High Voltage Cutoff @=300 V Ac And Auto Resetting Safety , Power Factor 0.95 Driver Efficiency 85% ,Thd(I) 10% Humidity 10% To 90% Rh Working Temp -5C To 45C . Driver Current 750Ma. The Luminaire Shall Be Bis Certified And Trade Mark Certified. Life Expectancy Equal Or More Than 50000 Burning Hrs With Minimum 70% Lumen Maintened , Cri 70 And Cct 5700K +355K. Surge Protection Shall Be Min ≥ 4 Kv Internal And Min 10 Kv External Inside Driver Compartment. Driver Should Be Phase To Phase Protection Of 440 V For 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing On Die Cast Housing To Allow Traceability/Authenticity. Fixture Shall Be As Per Is 10322 Complianced.Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79/Lm80) Certificate/ Report With Liable Warranty Of Product/Accessories From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Led Street Light Fixture With Minimum Lumen Output 12500 Lm , Providing & Fixing Of Street Light Bracket Made Out From Following Size Of B Class , Medium Class G.I. Pipe Confirming To Is : 1239 P - 1 ( 2004 ) With Heavy Duty Pole Clamp, Saddles Suitable Fastners Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 32 Mm Dia. , Supply Installation Testing and Commissioning of Mnre Approved & Confirming To Is:12933 P-1,2,3 & 5 Flat Plate Collector Type Solar Hot Water System Having Collector With Zincalum Sheet Outer Body , Glass - Line / Titanium Enamel Coated Inner Tank With Metal Rust Proof Puf Insulated Body Including Electrical Back Up, Thermostat, Powder Coated / Hot Dipped Galvanized Ms Stand For Collector & Tank Etc. As Required. Of Following Capacity Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 250 Litre/ Day , Supply , Installation, Testing And Comissioning Of Is:1475 Marked Self Contained Drinking Water Cooler With Hermetically Sealed Compressor,Non Cfc Refrigerent Suitable For Operation On 230V/1Ph/50Hz Ac Supply,Full Stainless Steel (Ss304)Body (0.8 Mm Thick) And Tank (0.5 Mm Thick) , Stainless Steel Water Tray,Minimum Two Nos Brass Chrome Plated Faucets And Suitable Drainage System Complete In All Respect With Required Height Ms Fabricated And Painted Angle Iron Frame ( Cost Of Frame To Be Paid Extra )Complete In All Respect Of The Following Capacity. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Cooling Capacity 150 Ltr./Hr. And Storage Capacity 150 Ltrs , Supply, Fixing And Testing Of Following Capacity Iso Certified Company Made Wall Mounted Stabilizer Having Output Voltage Variation From 200 V To 250 V(+/-5%) With Input Voltage Variation From 170 V To 260 V, Time Delay Facility From 2 To 4 Minute And High Cutoff At 270 V With Providing Of 16 annual periodical maintenance /20 annual periodical maintenance Industrial Plug Top Making Connection Etc Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 4 Kva , Making Hole In Stone Masonary/ Reinforced Cement Concrete Wall/ Reinforced Cement Concrete Slab With Core Cutter For Accomodating Refrigerant Pipe/ Drain Pipe/ Ms Pipe/ Cables Etc Of Following Dia , 50 Mm Dia Per Running Inch Length , Supply , Installation, Testing And Comissioning Of Inverter Type Air Cooled Hi Wall Split Type Air Conditioners With Latest Star Rating System As Per Bee Amended Upto Date Complete With Indoor Unit(Idu), Out Door Unit (Odu), Surface / Concealed Copper Refrigerant Piping With Insulation (Closed Cell Elastomeric Nitrile Rubber Tubular Pipe Section) Upto 3 Mtr (Idu To Odu), Copper Power Cable Upto 3.5 Mtr (Idu To Odu), R-32/R-410 Green Refrigerant, Wireless Remote Control, Suitable For Working Between 230V +/- 10% With Low & High Voltage Cutoff And 50 Hz , Single Phase Ac Supply Capable Of Performing Cooling, Dehumidification, Air Circulation Of Following Capacity With Scroll / Rotary Compressor. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1.5 Tr Iseer Not Less Then 3.8 , Supply Installation Testing and Commissioning of Monoblock Motor Pump Set Isi Marked (Is:9079-2002) With Tefc Motor, Motor Should Be Ie2 Class As Per Iec 60034-2-1: 2007, Iec 60034-30: 2008, & Is12615:2011. With Stainless Steel Impellor, Stainless Steel Shaft, Mechanical Seal, Single/Three Phase ( 240 - 440 V ) Permanent Split Capacitor Type (Psc), Fitted With Thermal Overload Protection, Including Cost Of Hardware Etc On Existing Platform Complete. Pump Shall Have Following Hp Rating, Phase, Head, Minimum Discharge Respectively Complete In All Respect. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Certificate Before Execution. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 2.0 Hp, 3-Ø, (6-27)Mtr, (425-100) Lpm , Supply Installation Testing and Commissioning of Contactor Oem Fabricated Dol/Star-Delta Starter Panel With Switchgear Selection As Per Type-2 Cordinatiom Chart And Made Out From 1.6 Mm Thick Powder Coated Crca Sheet, Enclosure Comprising Of Over Load Protection Relay, Short Circuit & Single Phasing Protection, Illuminated On / Off Push Buttons, Ammeter, Voltmeter, Indicating Lamps Etc. Suitable For Following Rating Motors Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , For Single Phase Submersible / Monoblock Pump , 2.0 Hp To 3.0 Hp (Dol Starter)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
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2.
Public Administrative Department #10773564 Price Bid
Tender For Soak Well Construction Work Near Bhomiya Ji Temple, Rajera - Construction of tube well from ground level and up to 100m. Depth and above to accommodate housing and assembly pipe of following size in all type of alluvium strata by percussion/ rotary drilling method and with gravel as per IS: 4097-1967 and packing as per IS: 2800(Part I & II) 1979 as amended up to date(the work includes the cost of gravel andits primary packing and packing during development, lowering of housing and strainer assembly pipes with supply and wrapping of coir ropes, wherever necessary for arresting fine sand particles The work will Not cost of housing and strainer pipe assembly and development work for 250mm Nominal Bore 2 Supply of ISI mark AC Pressure pipe class 15 manufactured by MAZZA process as per IS:1592-2003 or amnded upto date, for casing of tube well (PHED BSR 2.35.4) 3 Development of tube well having depth up to 250 mtr as per IS 11189-1985 and IS: 2800 (part-I) 1991 (both amended up to date) using suitable methods to give sand free water for riquired yield of the grelvel packed tube well (PHED BSR 2.10) 4 Earth work in foundation excavation up to 1.5m, ramming bottom, dressing sides, back filling and disposal of surplus soil with in a lead of 50m. 5 Brick work in foundation and plinth using bricks of class designation-75 in CM 1:6 6 S & F iron Gate andgrill 7 S & F Stone Patti for Roof of Chamber 8 Brick Bats Bhanwariya on Roof 9 20mm Thick Plaster on new work including curing and racking of joints in cm 1:6 10 Yojna Board and Others
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
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3.
Public Administrative Department #10445998 Price Bid
Rate Contract For Hand Pump For Fy 2022-23 All Gp And Ps Nagar Rate Contract For Hand Pump For Fy 2022-23 All Gp And Ps Nagar , Construction Of Tube Well From Ground Level & Up To 100 Mtr Depth To Accommodate Housing And Assembly Pipe Of Following Sizes In All Type Of Alluvium Strata Unconsolidated Formation Such As Pebbles, Boulders Etc. By Percussion / Rotary Drilling Method As Per Is:2800 Part 1: 1991 And Is:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications, With Gravel As Per Is:4097-1967 And Its Packing As Per Is: 2800 ( Part I & Ii ) 1979 As Amended Up To Date ( The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes With Supply And Wrapping Of Coir-Rope, Wherever Necessary For Arresting Fine Sand Particles And Development Work, But Excluding The Cost Of Housing And Strainer Pipe Assembly ) . The Work Would Be Completed After Obtaining Sand Free Water. Nominal Bore 150 Mm Dia. , Construction Of Tube Well After Completion Of Drilling By Rotary / Percussion Method & Upto 100 Mtr. Depthin All Type Of Rocks By Dth Systemas Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Workshall Be Deemed Completed Only After Obtaining Sand Free Water. The Bore Well Should Have A Throughout Nominal Size Bore Beyond Casing Pipe.Nominal Bore 150 Mm Dia. , Supply Of Erw M.S. Black Casing Pipe Isi Marked ( Is: 4270 / 2001 ) Or Amended Up To Dateoffollowing Sizes 150 Mm Dia Nb ( Thickness Of Pipe 5.0 Mm & Mass Of Tube 20.13 Kg / M ) , Labour Charges For Making Slots On Blank Pipes Made Of Erw Ms Black Pipe Isi Marked Of Following Sizes, The Slotting Should Be As Per Is:8110-1985.150 Mm Dia Nominal Bore Of 4.8 Mm Thickness , Supply & Installation Of Single Phase Isi Marked Submersible Motor Pump Set Of Five Star Rating By Bee And As Per Is: 8034-2018 ( Pump ) And Is 9283-2013 ( Motor ) Or As Amended Up To Date Of Approved Make Of Following Duty Condition With Required Accessories Including Making Connection Suitable For Tube Well / Dcb. The Job Includes Lowering Of Motor Pump, Installation Of Complete Fitting & Accessories, Jointing Of Electrical Cables Up To Switch Board, Testing Of Submersible Pump Set And Interconnection Up To Water Mains, Complete In All Respect. Above 2.0 Kw , Stand By Set , Supply And Fixing Of Electric Feeder Panel ( Having Projected Canopy ) For Submersible Pump Set Single Phase Upto 3 Hp, Comprising Of Dol Starter, Mcb, Indicating Light, Ammeter, Volt Meter, Connection Plate, Condensers Of Approved Make And The Panel Enclosure Should Be Made Out From 18 Guage M.S. Sheet With Powder Coating. Panel Size - Height 600 Mm, Width 500 Mm And Depth 250 Mm With Stand ( Made Of Angle Iron Of Size 35X35x5mm ) Duly Bolted / Screwed With Enclosure Box Having 4 Legs, Each Leg’S Length 18 And Double Door Including In Built Locking System. The Legs Should Be Embedded In M-15 Cement Concrete Platform.The Size Of Cc Platform Should Be Equal Or Bigger Than The Base Size Of Panel Having Height Of At Least 200 Mm From Ground Level. The Operation Of Panel Should Be Suitable For 240 Volt Ac Supply. , Testing Verticality Of Tube Well By Plumbing System And Yield Test And Draw Down Test By Pumping System As Per Is : 2800 ( Part – Ii ) – 1979 Or As Amended Up To Date. , Supply & Fixing Tube Well Cover Of Ms Sheet 8Mm Thick At Top & 5Mm Thick 100Mm Wide Shroud Around The Edge So As To Form A Cap On The Top End Of Casing Pipe With Gi Nipple 45Cm Long & Two Gi Flanges At Both Ends In 80Mm Sizes Passing Through A Hole In The Centre Of Ms Sheet. A 25 Mm Socket With End Plug Shall Also Be Welded Over Top Plate. A Gi Nipple Having Outside Thread Of Size 1 / 2 ( For Installation Pressure Gauge ) Shall Be Provided & Welded With 80Mm Gi Nipple Near Top Plate Nipple Shall Be Provided With End Plug.150 Mm Dia , Providing & Lowering In Tubewell Isi Marked Hdpe Pipe As Per Is 4984:1995 Or Amended Upto Date In Pe 80 Grade And Class Pn 10 Of Following Dia. Including Hdpe / Gi Fittings And Pvc Rope Confirming To Is 5175:1992 Or Amended Upto Date, Along With Clamping Of Submersible Cable Etc. Complete In All Respect. 40 Mm Dia , Supply & Fixing Of Isi Marked Three Core Pvc Flat Submersible Cable As Per Is 694:1990 Or Amended Up To Date And Conductor As Per Class 5 Of Is 8130:1980 Including Making Connection Etc.3 Core 4.0 Sq.Mm , Supply & Fixing Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Under Layer Of Sand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 10.0 Sq.Mm, 4 Core , Supply Of Isi Mark Ac Pressure Pipe Class 15 Manufactured By Mazza Process As Per Is:1592-2003 Or Amended Upto Date, For Casing Of Tube Well For Following Dia Nominal Bore, With Jointing Material Pvc Coupler As Per Technical Specification And Direction Of Engineer In Charge. 150 Mm Niminal Dia , Making Slots Of Hole Size And Nos. As Directed By Eic In Ac Pressure Pipe Class 15 As Per Technical Specification For Using Slotted Pipe In Tw Casing. , Construction Of Tube Well From Ground Level & Up To 100 Mtr Depth To Accommodate Housing And Assembly Pipe Of Following Sizes In All Type Of Alluvium Strataunconsolidated Formation Such As Pebbles, Boulders Etc. By Percussion / Rotary Drilling Method As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications, With Gravel As Per Is:4097-1967 And Its Packing As Per Is: 2800 ( Part I & Ii ) 1979 As Amended Up To Date ( The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes With Supply And Wrapping Of Coir-Rope, Wherever Necessary For Arresting Fine Sand Particles And Development Work, But Excluding The Cost Of Housing And Strainer Pipe Assembly ) . The Work Would Be Completed After Obtaining Sand Free Water. Nominal Bore 125 Mm Dia. , Construction Of Tube Well Up To 100 Mtr. Depthin All Type Of Rocks By Dth System & Over Burden To Accommodate Casing Pipe Of Following Sizes In All Types Of Soils & Over Burden Including Lowering Of Casing Pipes, ( If Required ) Excluding Cost Of Casing Pipes, As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Through Out Bore As Per Nominal Dia Of Casing Pipe. Nominal Bore 125 Mm Dia. , Supply Of Erw M.S. Black Casing Pipe Isi Marked { Is:1239 ( Part-1:2004 ) } Medium Of Following Sizes At Site Of Work. 125 Mm Dia Nb ( Thickness Of Pipe 4.8 Mm & Mass Of Tube 16.40 Kg / M ) , Labour Charges For Making Slots On Blank Pipes Made Of Erw Ms Black Pipe Isi Marked Of Following Sizes, The Slotting Should Be As Per Is:8110-1985.125 Mm Dia Nominal Bore , Supply & Installation Of Gi Pipe 32 Mm Medium Class “B” With Pipe Sockets ( Heavy Duty ) . , Supply And Installation Of Isi Marked India Mark Ii Hand Pump Set Complete With Cylinder & 15 Connecting Rods. , Supply And Installation Of Isi Mark Connecting Rod As Per Departmental Specifications. Of3 Meter Length. , Construction Of 185 Cm. Dia Platform As Per Approved Design & Drawing Of Unicef. , Making Slots Of Hole Size And Nos. As Directed By Eic In Ac Pressure Pipe Class 15 As Per Technical Specification For Using Slotted Pipe In Tw Casing. , Supply Of Isi Mark Ac Pressure Pipe Class 15 Manufactured By Mazza Process As Per Is:1592-2003 Or Amended Upto Date, For Casing Of Tube Wellfor Following Dia Nominal Bore, With Jointing Material Pvc Coupler As Per Technical Specification And Direction Of Engineer In Charge. 125 Mm Nominal Dia
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
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4.
Public Administrative Department #10442170 Price Bid
Tender For Fixing Of Handpump And Tube Well Work - Construction Of Tube Well From Ground Level And Upto 100 Mtr. Depth And Above Of Following Sizes In All Types Of Soils In Alluvium Strata, Unconsolidated Formation Such As Pebbles, Boulders Etc. By Bailing Method And Without Gravel Packing As Per Is:2800 Part 1: 1991 And Is:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Includes Formation Of Cavity At Bottom By Development With Appropriate Air Compressor Or Bailer Pumping And Also Lowering Of Casing Pipe But Excluding Cost Of The Casing Pipe. The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe. The Work Would Be Completed After Obtaining Sand Free Water. , Phed 2019 Bsr Item No. 2.5.1--->125Mm-Do- , Phed 2019 Bsr Item No. 2.5.2---> 150Mm-Do- , Phed 2019 Bsr Item No. 2.45---> Construction Of Tube-Well Upto 100 Meter Depth And Above In All Type Of Rocks By Dth System And Over Burden, To Accommodate Casing Pipe Of Following Sizes In All Types Of Soils And Over Burden Including Lowering Of Casing Pipes, But Excluding Cost Of Casingpipes As Per Is : 2800 ( Part I & Ii ) 1979 Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe: , Phed 2019 Bsr Item No. 2.45.1---> 125Mm-Do-. , Phed 2019 Bsr Item No. 2.45.2---> 150Mm-Do- , Phed 2019 Bsr Item No. 2.47---> Supply Of Erw M.S. Black Casing Pipe Isi Marked ( Is:4270 / 1992 ) Of Grade Fe410 Of Following Sizes At Site Of Work. , Phed 2019 Bsr Item No. 2.47---> Nominal Bore Of Pipe ( Mm ) , Phed 2019 Bsr Item No. 2.47.2---> 125 Mm Dia , Phed 2019 Bsr Item No. 2.11.10---> 150 Mm Dia , Pwd Electrical 2013 ---> S & F Tube Well Cover Ofm.S.Sheet ( 6Mm Thick ) With Nuts And Bolts Complete For Casing Size: , Pwd Electrical 2013 ---> 125Mm Dia , Pwd Electrical 2013 ---> 150Mm Dia , Phed 2019 Bsr Item No. 2.22---> Supply & Fixing M S Clamp Set Of 50X6 Mm Flat From Iron With Nuts And Bolts Etc For Holding The Riser Pipe Assembly Of Submersible Pump Set. , Phed 2019 Bsr Item No. 2.54---> Installation Of India Mark Ii / Iii E.D. I & Ii Hand Pump Set Complete On Existing Platform , Phed 2019 Bsr Item No. 2.55---> Constructionof 185 Cm. Dia Platform As Per Approved Design And Drawing Of Unicef. , Phed 2019 Bsr Item No. 2.51---> Supplyingof India Mark Ii Hand Pump Set Completemarked With Cylinder And Ten Connecting Rods Etc. Is 1239 , Phed 2019 Bsr Item No. 2.24---> Providing & Lowering In Tube Well Isi Marked Gi Pipe “B Class As Per Is:1239 Or Amended Up To Date Threaded And Double Flanged ( Welded ) On Both Ends And Two Number 25X3mm Ms Flat Welded On Both Ends Between Pipe & Flange, Rubber Washer & Nut Bolts Etc. Complete In All Respect. 32 Mm Dia , Pwd Bsr Electrical 2013 E040600---> P / Laying Isi Marked P.V.C. Insulated Submersible Cable Confirming To Is:694 With Flexible Copper Conductor Including Making Connection Etc. As Required. , Pwd Bsr Electrical 2013E040601---> 1.5 Sq.Mm 3 Core Flat / Round , Pwd Bsr Electrical 2013E040602---> 2.5 Sq.Mm 3 Core Flat / Round , Pwd Bsr Electrical 2013E040603---> 4.0 Sq.Mm 3 Core Flat / Round , Pwd Bsr Electrical 2013E040604---> 6.0 Sq.Mm 3 Core Flat / Round , Pwd Bsr Electrical 2013E040605---> 10.0 Sq.Mm 3 Core Flat / Round , Pwd Bsr Electrical 2013E261300---> Supply And Fixing Of Oil / Air Break Starter Panel Made Out Of Sheet Steelpowder Coated Enclosure Comprising Of Over Load Protection Relay, Short Circuit & Single Phasing Protection, On / Offpush Buttons, Ammeter, Voltmeter, Indicating Lamps Etc. Complete In All Respect Suitable For Following Rating Motors. , Pwd Bsr Electrical 2013 E261310---> For Single Phase Submersible / Monoblockpump , Pwd Bsr Electrical 2013E261311---> 0.5 Hp To 3.0 Hp , Pwd Bsr Electrical 2013E260400---> Providing Of Synthetic Rope For Submersible Pump Isi Marked ( Is:5175 ) Of Following Sizes. , Pwd Bsr Electrical 2013E260401---> 12Mm ( Suitable Up To 50 Mm Od Pipe ) , Pwd Bsr Electrical 2013E260402---> 16Mm ( Suitable Above 50Mm & Up To 75Mm Od Pipe ) , Pwd Bsr Electrical 2013E260403---> 20Mm ( Suitable For 90 Mm Od Pipe ) , Pwd Bsr Electrical 2013E260500---> Providing & Fixing Of Hdpe Pipe Isi Mark ( Is:4984 / 95 ) For Water Supply ( Suitable For Submersible & Jet Pump ) With Required Fittings , Pwd Bsr Electrical 2013E260510---> For Vertical Installation , Pwd Bsr Electrical 2013E260511---> 40 Mm Od6 Kg / Cm2 , Pwd Bsr Electrical 2013E260512---> 50 Mm Od6 Kg / Cm2 , Pwd Bsr Electrical 2013 E260513---> 63 Mm Od6 Kg / Cm2 , Pwd Bsr Electrical 2013E260514---> 75 Mm Od6 Kg / Cm2 , Pwd Bsr Electrical 2013E260515---> 90 Mm Od10 Kg / Cm2 , Pwd Bsr Electrical 2013E260520---> For Horizontal Installation , Pwd Bsr Electrical 2013E260521---> 40 Mm Od4kg / Cm2 , Pwd Bsr Electrical 2013E260522---> 50 Mm Od4 Kg / Cm2 , Pwd Bsr Electrical 2013E260523---> 63 Mm Od4 Kg / Cm2 , Pwd Bsr Electrical 2013E260524---> 75 Mm Od4 Kg / Cm2 , Pwd Bsr Electrical 2013E260525---> 90 Mm Od6 Kg / Cm2 , Pwd Bsr Electrical 2013E260700---> Sitc Of Radial / Mixed Flow Submersible Motor Pump Sets Isi Marked ( Is:8034-1989 ) Of Approved Make With Required Accessories Including Making Connection Suitable For T.W. / D.C.B. / Open Well. The Job Includes Lowering Ofriser Pipe, G.I. / H.D.P.E. Pipe With Rope, Cables, Installation Of Complete Fitting And Accessories, Jointing Of Electrical Cables Up To Switch Board. All Labour For Testing Of Submersible Pumps Set And Supply Of Water To Water Mains, Complete In All Respect. , Pwd Bsr Electrical 2013E260710---> 100 Mm Diameter Submersible Pump Shall Have Following Hp Rating, Phase, Head, Minimum Discharge Respectively. , Pwd Bsr Electrical 2013 E260711---> 1.0 Hp, 1-Ø, ( 30-78 ) Mtr, ( 46-18 ) Lpm , Pwd Bsr Electrical 2013E260712---> 1.5 Hp, 1-Ø, ( 50-130 ) Mtr, ( 46-18 ) Lpm , Pwd Bsr Electrical 2013E260713---> 1.5 Hp, 1-Ø, ( 36-71 ) Mtr, ( 100-33 ) Lpm , Pwd Bsr Electrical 2013E260714---> 2.0 Hp, 1-Ø, ( 45-89 ) Mtr, ( 100-33 ) Lpm , Pwd Bsr Electrical 2013E260715---> 2.0 Hp, 1-Ø, ( 18-51 ) Mtr, ( 180-60 ) Lpm , Pwd Bsr Electrical 2013E260716---> 3.0 Hp, 1-Ø, ( 69-125 ) Mtr, ( 110-33 ) Lpm , Pwd Bsr Electrical 2013E260717---> 3.0 Hp, 1-Ø, ( 33-90 ) Mtr, ( 166-60 ) Lpm , Pwd Bsr Electrical 2013E260718---> 5.0 Hp, 1-Ø, ( 120-220 ) Mtr, ( 100-38 ) Lpm , Pwd Bsr Electrical 2013E260719---> 5.0 Hp, 1-Ø, ( 55-150 ) Mtr, ( 166-60 ) Lpm , Pwd Bsr Electrical 2013E260720---> 3.0 Hp, 3-Ø, ( 69-125 ) Mtr, ( 110-33 ) Lpm , Pwd Bsr Electrical 2013E260721---> 3.0 Hp, 3-Ø, ( 33-90 ) Mtr, ( 166-60 ) Lpm , Pwd Bsr Electrical 2013E260722---> 5.0 Hp, 3-Ø, ( 120-220 ) Mtr, ( 100-38 ) Lpm , Pwd Bsr Electrical 2013E260723---> 5.0 Hp, 3-Ø, ( 55-150 ) Mtr, ( 166-60 ) Lpm , Pwd Bsr Electrical 2013E260720---> 150 Mm Diameter Submersible Pump Shall Havefollowing Hp Rating, Phase, Head, Minimum Discharge Respectively. , Pwd Bsr Electrical 2013E260721---> 5.0 Hp, 3-Ø, ( 33-99 ) Mtr, ( 234-84 ) Lpm , Pwd Bsr Electrical 2013E260722---> 5.0 Hp, 3-Ø, ( 32-52 ) Mtr, ( 400-167 ) Lpm , Pwd Bsr Electrical 2013E260723---> 7.5 Hp, 3-Ø, ( 65-135 ) Mtr, ( 240-115 ) Lpm , Pwd Bsr Electrical 2013E260724---> 7.5 Hp, 3-Ø, ( 45-73 ) Mtr, ( 400-280 ) Lpm , Pwd Bsr Electrical 2013E260725---> 10.0 Hp, 3-Ø, ( 93-200 ) Mtr, ( 240-60 ) Lpm , Pwd Bsr Electrical 2013E260726---> 10.0 Hp, 3-Ø, ( 64-104 ) Mtr, ( 400-167 ) Lpm , Pwd Bsr Electrical 2013E260727---> 12.5 Hp, 3-Ø, ( 96-154 ) Mtr, ( 400-120 ) Lpm , Pwd Bsr Electrical 2013E260728---> 12.5 Hp, 3-Ø, ( 77-125 ) Mtr, ( 380-167 ) Lpm , Pwd Bsr Electrical 2013E260729---> 15.0 Hp, 3-Ø, ( 90-125 ) Mtr, ( 400-167 ) Lpm , Pwd Bsr Electrical 20132.26.6---> Providing And Fixing Pvc Storage Tank Confirming To Is : ( 12701 Marked Indicating The Bis License No ) Of Approved Make With Cover, 25 Mm Dia 1 M Long G.I. Over-Flow Pipe & 25 Cm. Long Wash Out Pipe With Plug & Socket, Including Making Connection Etc. Complete Of Approved Design. 2000 Ltr. Pwd Bsr Item No.2.26.6
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
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5.
Water Resources and Irrigation #10422210 Price Bid
Construction work of RTWA HS, CCT - Excavation of soil upto 1.5 depth in foundation, trench, drain, tamping the bottom, pouring water, beautifying the sides, taking out the excavated soil, filling the empty spaces with soil again after filling the foundation and disposal of the remaining soil upto a distance of 50 meters. RD BSR 2024 suwana In hard, clayey, gravelly soil2 In cement concrete foundation or floor, put 40 mm nominal size stone aggregate (crusher broken) / brick aggregate and cement-sand mixture, mixed in the ratio of 1 cement : 4 sand : 8 soil and tamping, including tamping. If hand broken gravel is used in place of 40 mm crusher broken stone gravel with stone aggregate (crusher broken), the same quantity will be payable but 3% reduction will be made in the rate of aggregate. Item no 15 RD BSR 2024 suwana3 Foundation and plinth first class brick masonry in cement-gravel 1:6 or 1:8 mortar, including closing of side cracks and leveling. item no.20a RD BSR 2024 suwanaCement mortar 1:64 Cement concrete mesh Akash Patal 40mm thickItem no 90 RD BSR 20245 DhakkanSupply of chiseled stone niches, stands and applying cement mortar 1:3. Item no 38 a (RD BSR 2024) 25 to 40 mm thickness6 Cement concrete in aggregate ratio of 1 cement : 2 gravel : 4 stone aggregate of 12 mm nominal size including pouring, ramming and tamping etc. material item no. 16 (RD BSR 2024)7 Cement Plaster in cemet mortar 1:4 25 mm Thick item no. 76a (RD BSR 2024)8 Construction oftubewell up to 100m depth and above to accommodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer. Pipe assembly cost, gravel and development work would be deemed completed only after obtaining sound free water during pumping. PWD 2022 ITEM NO 4.23.29 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. (Chapter no S-4 code 4.5) BSR PWD 2022Nominal bore of pipe 200 mm, outer dia 219, fintness of pipe 5.4 mm, mass of plane tube 28.46 kg/m (Chapter no S-4 code 4.5.4) BSR PWD 2022Perforeted10 Solid11 fQyVj dk dk;Z Pouring of 110 mm diameter PVC pipe along with other necessary material (RD BSR 2024 suwana item no 181)12 supply and laying 40mm grit of stone(broken by crusher)(cut voids 1/11) item no. 136cRD BSR 2024 suwana Aggerigate 40-50 mm material item no. 136c13 supply and laying 20mm grit of stone(broken by crusher) item no. 136dRD BSR 2024 suwana Aggerigate 10-20 mm material item no. 136d14 Washed coarse gravel placed in layers in the filter toe with complete elevation in the desired profile. material item no. 168 (RD BSR 2024)15 nylon net between gravel and sand as per market rate16 Supply of G.I. pipes 25 mm dia (B Class)BSR PWD 2022Item code no 154717 Reducer 110 X 75 mm BSR PWD 2022 (i) 75mm dia18 (ii)110mm dia19 Plain TeeBSR PWD 2022 (i) 75mm dia20 (ii)110mm dia21 Bend 45BSR PWD 2022 (i) 75mm dia22 (ii)110mm dia23 2. CCT nkx csfyx dk;ZA vkbZVe la[;k 6 c ¼ch,lvkj- ikVZ&1½RDPR 202424 Clearing of forest, including cutting of ordinary vegetation and bushes. Item No 191 RDPR 202425 Soil excavation by JCB machine/tractor with scraper, breaking of clods, sorting of grass & pebbles and sectioning of bund (in cut area)/maintaining profile including lifting and lowering of initial lead 250 m and lift upto 3 m. Draft based on chapter 5th of irrigation page number 32 to 34 (Valid from 01/02/2017) Unit 1 cubic metre Item no. 196b BSR GKN 2024 In Hard soil26 Sowing of Hametha seed on the prepared ridge. Item no. 159 BSR GKN 202427 Hametha ?kkl cht dh lIykkbZA 2 kg /Hac Forest BSR
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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6.
Water Resources and Irrigation #10422126 Price Bid
Tender For Construction Of Rtwhs At P.S. Shahpura - Excavation of soil up to 1.5 depth in foundation, trench, drain, tamping the bottom, pouring water, dressing the sides, taking out the excavated soil, re-filling the empty spaces with soil after filling the foundation and disposal of the remaining soil up to a distance of 50 meters)GKN 2024 ShahpuraITEM NO 2B2 Construction oftubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemedcompleted only after obtaining sound free water during pumping.Nominal bore 200 mm dia.PWD 2022 BSR ITEM NO 4.23.2( Rate=1198/-)3 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)(Chapter noS- 4 code 4.5.4) BSR PWD 2022(Rate= 1728/-)4 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick inside plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Depth up to 0.5 M TO 1 MTRBSR PWD 2022 ITEM NO3.22.4(Rate=3628/-)5 Providing , Laying and jointing u PVCpipe of class 2 (4 kg /cm2) including jointing material as per specification for jointing , specials like bend , tees, joint etch including all taxes, transportation , testing , loading, and unloading , cost of all labor and material clearing site of work as per direction of engineer in charge etc . Fixing of pipe on walls of building, including claiming, fixing in position and making good wall surface again and laying underground includes excavation in all type of strata as per plan approved by engineer in charge. Wire mesh shall be wrapped to pipe fixed on wall and shall be plastered in CSM 1:4 to protect from tempering, temp. or accidental breakage etc. The work also includes defecxt liability for one year or as per tender docunment .Laying of 110 mm diameter PVC pipe along with other necessary materials (gkn 2024 item no 181)6 Supply and fixing fixed wire gauge of 14 mesh x24 gauge to the metal frame of rolled sction by metalbeading 20x3 mm with suitable screw at not exceeding 150 mm distance . 7 Supply AND Fixing of rigid PVC valve as per relevant IS Code on PVC / HDPE pipeline for bypass arrangement of first rain water in the rain water harvesting system for125 mm dia8 Mixing cement - gravel in 1:4 ratio on cement plaster wall and scraping joints and regular watering for 14 days ITEM NO 76A BSR GKN9 Applying enamel paint in 3 layers to give even shade Making even surface on new work / old work. (item no 82a gkn bsr 2024)10 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia ITEM NO 4.8.4 PWD 2022 BSR
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
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7.
Drinking Water Supply and Sanitation #10421685 Price Bid
Tender For Construction And Commissioning Of 125 Mm Dia. Bore By Dth/Rotary/ Combination Rig, Including Supply And Installation Of Hand Pump Set And Other Allied Works With Defect Liability Period Under Phed Sub Div. Nawa. - 1 Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. 2 Nominal bore 125 mm dia 3 Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr. 4 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 5 Nominal bore 125 mm dia 6 Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr. 7 Construciton of tube well from ground level and upto 100 mtr. Depth and above of following sizes in all type of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc, by bailing method and withou gravel packing as per IS : 2800 Part I : 1991 and IS : 2800 Part II : 1979 (both amended upto date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The tube well should have a throughout bore as per nominal dia of casing pipe. The work would be completed ater obtaining sand free water. 8 Nominal bore 125 mm dia 9 Labour charges for making slots on blank pipes made of MS black pipe of size 125 mm dia nominal bore, the slotting should be as per IS : 8110-1985. 10 Supply of ERW MS black casing pipe ISI marked as per IS : 1239 (part I : 2004) or amended up to date of 125 mm dia NB (thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m) 11 Construction of 185 cm. dia platform as per approved design & drawing of UNICEF. 12 Supply and installation of ISI marked India Mark IIHand Pump set complete with cylinder & 15 connecting rods. 13 Supply and installation of ISI marked India Mark II Hand Pump sets Extra Deep well (EDW) complete with cylinder & connecting rods. 14 EDWHP + 20 connecting rod. 15 EDWHP + 23 connecting rod + 1 Weight. 16 EDWHP + 26 connecting rod + 2 Weight. 17 EDWHP + 30 connecting rod + 3 Weight. 18 Supply & installation of GI pipe 32 mm medium class B with pipe sockets (heavy duty) 19 Supply and installation of ISI mark connecting rod as per departmental specifications of 3 meter length 20 installation of India Mark II / III ED I and II hand pump set complete on existing platform
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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8.
Public Administrative Department #10363312 Price Bid
Tender For Construction Of New Office Building Of Municipal Board Nawa - CIVIL WORKSClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 2 Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 3 Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof inAll kinds of soil 4 Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. 5 Supplying chemical emulsionin sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% 6 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . 7 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). (UNDER FLOOR) 8 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (FLOOR UNDER FOOTING AND FOUNDATIONS 9 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M25 grade Design Mix by usingmin 410 kg of cement per Cum . 10 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M25 grade Design Mix by usingmin 410 kg of cement per Cum . 11 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix 12 Providing and laying in position Ready mix concrete manufactured in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge.All works upto floor V floor. Design Mix by usingM-25 grade concrete by using min 410 kg of cement per Cum 13 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 14 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters,buttressesplinthandstring course. 15 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 16 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc. 17 Add extra for additional height in centring, shutteringwhere ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at alllevels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured) 18 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.(Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) 19 Providing and fixing stainless steel railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Grade 304 20 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m) fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes. 21 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 22 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 23 Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 75 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 6 (1 cement : 6 coarse sand) 24 Add extra providingand placing in position 2 Nos. ,6mm Ø M.S. barat every thirdcourse of half brick masonry 25 Providing and fixing Stone jali 40mm thick Red/Pink sand stone throughoutin cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc: 26 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 20mm thick . 27 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 28 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered Surface (three or more coats) 29 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect 30 Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specificationsincluding primer coat and protecting coat including scaffolding and safety provisionTrowel Finish av. thickness 1500 to 2000 microns. 31 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work 32 Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mmand 10 mm thick as per approved design 33 Making grooves as per design in plaster 10mm to 20mm wide. 34 P & F 1st quality Heavy Duty Vitrified Double Charged tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.Size 600X600mm 35 size600 mm X 1200mm 36 P & F 1st quality Heavy Duty Vitrified glazed MAT tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. size600 mm X 600 mm 37 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 38 Extraforusingsize above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finishedtiles in place of 300mm x 300mm size. 39 Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm 40 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete For area of each slab upto 2001Sqcm 41 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 42 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) Medium shade using approximately 50% white cement and 50% ordinary cement. 43 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.South Red1501 Cm2 to 3600 Cm2 Tiles 44 Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite/Kota Stone Work Full Edge moulding 45 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete 46 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete 47 Providing and fixing 1st quality standard Marble printed/ Granite Shade or Light/dark shad glazed tiles confirming to IS : 13753 & IS :15622 of size 300mm x 600mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 48 Providing and fixing wall panelling using soft wood frame of size 50x25mm @600 mm c/c in both directions duly treated with anti-termite treatment making grooves painting of grooves specification and drawing using : ISI 9 mm teak ply one side BWR 49 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile E 50 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A: 35 mm thick . Commercial Veneer both side 51 Extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. 52 Providing & Fixing mica of approved make for inner/outer side of shutters with fevicol & nails completeas per approved by engineer in charge. 0.8mm thick mica 53 Providing and fixing M.S. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint 54 Providing and fixing fully panelled /partly panelleddouble leaf shutters frame for windows and ventilators as per approved design and drawings with approved steel fittings as per Annexure ‘A’ and width of styles, bottom and top rails 75mm including intermediate rails 50mm wide, beading of 25mm x 15mm size on both faces : 35 mm thickGhana wood grade I 55 Providing and fixing bright finished Mortice lock of approved make Godrej or equivalent withpair ofCP handles for doors with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. 56 Providing and fixing of uPVC casement fixed windows or ventilators manufactured in ISO 9001:2000 & 14001:2004 certified company. Frame : Made from the Extruded uPVC Window Profile Section of size 60 x 60mm having outer wall thickness of 2.25mm (+/- 0.2mm) and 3 box multi-chamber construction, White in finish, duly reinforced with 1.2mm thick G/J/U/O TYPE GI section. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of acCumulated water, if any, to outer side. Fix Mullion made of 76 x 60mm uPVC Profile Section with steel reinforcement shall be provided in windows as per the requirement. Frame shall have ‘O’ type EPDM gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter. Glazing bead of size 34 x 20mm with ‘K’ & ‘O’ type inner and outer EPDM weather seal gaskets alongwith 5mm thick ISI make plain float glass.All welding joints of frame and shutter shall be cleaned and milled with the CNC mechanism to provide uniform grooved finish on all visible joints. Hardware : Installation at Site : Complete window is to be installed on site with 10 x 100mm fastners with white cap in existing pre-finished wall cut-out cemented to glass level plane at all height & width and silicon glue is applied to fill up the crevices between wall and window frame. Complete in all respect as per the drawing and specifications and direction of engineer-in-charge. (Insert 6mm tougend glass) 57 Providing and fixing of uPVC Sliding windows: Frame Made from the Extruded uPVC Window Profile Section of size 106w x 50h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and 3 box multi-chamber construction, White in finish, duly reinforced with 1.2 mm thick GI section. Frame shall have three track configuration, two for sliding of window shutter and one for mosquito mesh shutter. Vertical member of frame which bears the sliding shutter load shall have aluminium rail/track for smooth sliding of shutter rollers. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side.Shutter : The shutter of sliding window shall be made of 39w x 69h mm Extruded 3 box multi- chamber uPVC Window Profile Section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick GI section duly mitered cut & thermal welded at all corners and fitted with uPVC glazing bead of size 22 x 20 mm with inner and outer co-extruded EPDM/TPE-Eweather seal gaskets alongwith 6mm thick ISI make plain float glass. Mesh shuttershall be made of 39w x 69h mm Extruded 3 box multi-chamberUPVC Window profile section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5 mm thick GI section duly mitered cut & thermal welded at all corners and fitted with nylon/polymer mesh and rollers/pully. (Insert 6mm tougend glass) 58 Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately). For fixed portionPowder coating aluminum( minimum thickness of powder coating 50 micron) 59 Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basicitem.)With float glass panes of 8 mm thickness 60 Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge.Pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. 61 Grading roof for water proofing treatment withwater proffing compoundCement mortar 1:3 (1 cement : 3 coarse sand) 62 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 63 Making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges and making and finishing the out let complete. 64 Providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg ofVG-40 (30/40 )grade and 0.30 Kg/Sqm. OfVG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge. 65 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40mm wide and 4mm thick 66 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proffing cement compound @0.253 kg//sqm .This layer will be allowed to air cure for 4 hours. b) Second layer of slurryof cement @ 0.242 kg/sqm mixed with water proffing cement compound @ 0.126 kg/sqm This layer will be allowed to air cure for4 hours followed by water curing for 48 hours. The rates includes preparation of surface treatment & sealing of all joints ,corners,junction with polymer mixed slurry. 67 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 68 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 5.0mm thick (Wt. 8.4 Kg./Mtr. Sq.) 69 Providing & fixing 12 mm thick tegular edge Glass Fibre Reinforced Gypsum False ceiling tiles of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections ( galvanized @ 170 gsm/Sqm.) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm center to center and cross “T” of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 21x21x0.30 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats fixed to ceiling with 6 mm dia and 50mm long dash fasteners, 4mm GI adjustable rods with galvanised level clips spaced at 1200mm center to center along main T, bottom exposed width of 24mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per 70 Providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS 2095- Part I at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting. 71 P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor 72 P & F water closet Seat Covers with brass hinges complete :Solid PVC (ISI marked) grade-I White for EWC. 73 P & F White Vitreous China Double Syphonic European W.C. (I.S:2556Mark) with mounted W.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. 74 P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: (Size 580x440 mm.) 75 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: :PVC with PVCbend as per IS : 7231 . 76 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : Size 630 mm x 500 mm dia for counter top 77 P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. Size 600 x 450mm x 4 mm thick 78 Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make 79 P & F Liquid Soap Container with brackets complete of approved make: C.P. brass 80 P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. 81 P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:15 mm dia nominal boreB Class 82 25 mm dia nominal boreB Class 83 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.15 mm dia nominal boreA Class 84 25 mm dia nominal boreA Class 85 50 mm dia nominal boreA Class 86 Concealed pipe in wall including painting with anticorrosive bitumen paint 15 mm dia nominal boreB Class 87 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. 88 P & F Stop Cock(IS :8931 Mark),superior quality & ofapproved make: Brass 400 gm. 15mm nominal bore. 89 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : Brass wt.Not less than 400 gm, 20mm. 90 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection 15mm.Brass (IS : 8931 marked) 91 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 15mm nominal bore. 92 Gun-metal 25mm nominal bore. 93 Gun-metal 50mm nominal bore. 94 P & F Gun-metal Non-return Valve or Check Valve (IS :Make) of approved make, superior quality:50mm nominal bore. Horizontal 95 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved desig1000 Lt. Capacity 96 500Lt Capacity 97 Hoisting Charges for each floor :For ITEMS 2.26.1 TO 2.26.4 98 For ITEMS 2.26.5 TO 2.26.8 99 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant110mm dia 100 160mm dia 101 P&FrigidPVCpipefittings(IS:4985mark)ofapprovedquality/makeincludingjoining the pipe with solvent cement rubber ring and lubricantCoupler (socket)75mm dia 102 110mm dia 103 160 mm dia 104 Reducer 110 X 75 mm110mm dia 105 160 mm dia 106 Plain Tee75mm dia 107 110mm dia 108 160 mm dia 109 Door Y110mm dia 110 160 mm dia 111 Bend 45110mm dia 112 160 mm dia 113 Bend 87 .5110mm dia 114 160 mm dia 115 Door Bend (Top Side110mm dia 116 Vent Cowel110mm dia 117 P- Trap110mm dia 118 Gully trap110mm dia 119 Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth up to 0.5 M 120 Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C.flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design :Depth up to 1.5 M 121 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 450 x 450mm depth upto0.5 M Cement cover with frame 122 Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja,50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 400 x140x150 cm.(for 50 users) 123 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make75 mm dia 124 110 mm dia 125 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /makeCoupler75mm dia 126 110mm dia 127 Bend 87.5 Dg.75mm dia 128 110mm dia 129 Bend 45 Dg.75mm dia 130 110mm dia 131 Door Bend 87.5 Dg.75mm dia 132 110mm dia 133 Single Y75mm dia 134 110mm dia 135 Socket Plug75mm dia 136 110mm dia 137 Pipe Clip75mm dia 138 110mm dia 139 Nahani trap with jali 4110mm dia 140 Vent Cowel 110mm dia 141 P & F W.V.C. (IS: 2556 Mark) Squatting Urinal of standard make complete. Including cutting & making good the floor:Size 450x350mm 142 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.Flat Back (small) size 456x355x265mm. 143 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.:Size 240 Cm. dia outside & 240 Cm. depth 144 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 145 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 146 Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. 147 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. :M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 148 Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in wet mix plant, carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactorto achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] includiong with all lead 149 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). 150 M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc Category A Denated units to key into each other on four faces zigzagshape as per IRC SP 63:2004 151 Construction oftubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemedcompleted only after obtaining sound free water during pumping.200 mm nominal bore 152 Diameter 900 mm+C159Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. 153 Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with40 mm thicknessDiameter 900 mm 154 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc. 155 Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent at top complete as per direction of Engineer incharge. 156 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 9 to 12 mm 157 Size 3 to 5 mm 158 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 159 Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200 mm Nominal Bore. 160 Supply and Fixing of Big steel Almirah overall size of916mm (W )x486mm (D )x1980 mm(H) with weldedconstruction. It should have the shelf thickness of 0.7mm, Back thickness of 0.8mm, Door thickness of 0.8mm (high y eld strength) and all other components shall have a thickness of 0.9mm. The Almirah should have a Mazak handle and Three way locking mechanism with Shooting Bolts.It should have a height wise adjustable shelf mounting .Itshould also have a M10 Screw type Leveller with Hex plastic base. The finishing shall include Epoxy powder coated. Plenty of colour options and shelving options shall be available ISimarka brand (Godrej or equivalent) as per approved colour, shape,design,type by engineer in charge. 161 Supply and Fixing of small steelAlmirah overall size of 760mm (W )x455mm (D )x1325 mm(H)with welded construction. It should have the shelf thickness of 0.7 mm, Back thickness of 0.8mm, Door thickness of 0.8mm (high yield strength) and all other components shall have a thickness of 0.9mm. The Almirah should have a 2 Mazak handle and Three way locking mechanism with Shooting Bolts.It should have a height wise adjustable shelf mounting.It should also have a M10 Screw type Leveller with Hex plastic base. The finishing shall include Epoxy powder coated.Plenty of colour options and shelving options shall be available ISimarka brand (Godrej or equivalent) as per approved colour, shape, 162 Providing and supplying Canning Chair of size 455mm X 580mm X880mm. IIshould have wooden canning support at back and bottom supported by steel frame 3 2mm thick,powder coated round pipe with full armwooden handles onsides and other fittings as per direction of enaineer in charae. 163 Providing and supplying Canning Chair of size 455mm X 580mm X880mm. IIshould have wooden canning 4 support at back and bottom supported by steel frame2mm thick,powder coated round pipe without woodenhandles as per approved colour, shape,design,type by 164 Providing and supplying Officer high back Chair, The seat and back are made up of 1.2 cm thick hot pressed plywood, upholstered with fabric and moulded Polyurethane foam with PVC lipping all around.The back foam is designed with contoured lumbar support for extra comfort. BACK SIZE:65.0cm.(W) X 71.0cm.(H) SEAT SIZE:65.0cm. (W) X 65.0cm.(D) andreinforced with M.S. insert. The armrests are scratch and weather resistant. The armrests are fitted to the seat with seaUarmrest connecting strip assembly made of steel.The center pivot mechanism Is designed with the followingfeatures:360 revolving type.Tilt tension 5 adjustment. Upright locking.The pneumatic height adjustment has an adjustment stroke of 12.5 cm..The pedestal Is made of HR steel and fitted with 5 nos.twin wheel castors (castor wheeldia. 5.0cm.). The pedestal is covered with a P.P moulded cladding for modem and aesthetic looks.The pedestal is 65.0 cm. pitch-centre dla.(75.0 cm with castors). The twin wheelcastors are injection moulded In 30% Glass Filled black Nylon, as per approved colour, shape,design,type by engineer In charge. 165 Providing & Supplying table or size 1500mmx900mmx750mm, Top should be nnished with 18mm MDF Bos:d post formed Both side with 0.6mm laminate of approved make & design & with appropriate balancer on the bottom or the top. All verticals supportsincluding Modestypanel should be of 18mm prelaminated MDF Board with 2drawers & 16 Swing door per approved design.The drawers to beprovided with ai:proved handles and fixed on Telescope channels.AppropriateEdge Bendings to be provided where necessary with PVC beading 2mm thick to be provided. Footrest to be provided with 1Bmm MDF prelaminated board of the same color code.P&F PVC wire managers capslo be provided on the table top, as approved colour,shape, design,type by engineer In Charge 166 Providing & Supplying side table of size 900mmx450mmx750mm. Top should be finished with 18mm MDF Bos:d post formed with 0.6mmlaminate oras same as the Table,approved make & design & with appropriate balancer on the bottom or the topAllvert icals supportspanel should be of 1Bmm prelaminated MDF Board. Having 2Drawers & 1Swing7 door CPU unit. Keyboard tray, with mouse rest to beprovided.Appropriate Edge Bendings to be provided where necessary with PVC beading 2mm thick to be provided as per design.The drawers to be provided with approved handles and fixed on Telescope channels.P&F PVC wire managers caps to be provided on the table top, as per approved colour, shape,design, 167 Providing and $Upplylng table of size 1200mmX 750mmX750mm high as per design. The table top should be finished with 0.6mm thick laminated postrorming on 18mm thick MDF board.The 3 drawer unit (provided withlocking mechanlsm)and all other8 exposed vertical supports should be finished with steel members or approvedshade,colour and make.Appropriate moulding/edge bindingto be provided where necessary with PVC beading 2mm thick lo be provided as per approved colour, shape,design, 168 Providing & Supplying Computer table of size 900mmx450mmx750mm.Top should be finished with 18mm MDF Bos:d post formed with 0.6mmlaminate or as same as the Table,approved make & design & withappropriate balancer on the bottom or the topAllverticals supports panel should be of 1Smm 16.00 Each 12100.00 1g3500.oo prelaminated MDF Board. CPU uni Keyboard tray,with mouse restlo be provided.Appropriate EdgeBendlngs to be provided where necessary with PVC beading 2mm thck to be provided as per approved 169 Providing & Supplying depository/cashcabinet made up of CRCA steel with external size or 5g1 x 460 x 460 mm,2 nos of lockable drawers and single door cabinet fitted 3.00 Each 22848.00 68544.00with 6 leverlock system 1vith completein all respect. (approx weight 160 kg to 180 kg) as per approved 170 Book Case - 4 Door Book Case shall have the configuration or 914mm(W)x320mm(D)x1742mm(H). The unique design provides the right rigidity to the Top hinged doors ,which shall faci itate easy use.The Book Case shall be made fromprime quality steel. It shall have a Rigid Knock Down Conslructlon.The TopPannel, Back Pannel and Side Pannel are made from 0.7mm high yield CRCA andother components from O.Smm CRCA. Each door shall have a 6 Lever Cam Lock with Comrron Key. 3mm thick glass should beused in each door for clear inside vision whih shall besecured Ina metalframe through a rubber gasket.11 Scissor Mechanism should be providedin each door for 20.00 Each 17248.00 344960.00receding Inside the top or every compartment andItshall ensure parallel and smooth movement. Each door should be provided with plastic side end caps as handle which Is easy to grip.Each compartment shall have a storage shelf with good capacity. The 4 Door Book Case shall have 18mm PLB Top straight edge with PVC lipping.The Hn shlngshall Include Epoxy powder coated.Complete work as per the as per approved colour,shape,design,type by engineer in charge. 171 150 cm high fencing of precast R.C. posts of 15cmx15cm tapered to 10x10cm at top placed at every 3m apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth posts to be strutted with same R.C. posts provided with 6 horizontal lines and two diagonals of black barbed wire between the two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete 172 FIRE FIGTHING WORKProviding, Fixing, Jointing, Testing & Commissioning of Heavy duty MS C class (Heavy) pipes conforming to IS 3589 / 1239 part-I for hydrant and sprinkler applicationsincluding cutting, screwing, welding etc. & forged steel fittings like elbows, tees, tapers, reducer, gaskets etc. fixing the pipe on the wall/ceiling with suitable clamps, hanger and nuts bolts including cutting hole and chase in brick or RCC walls/ slab and making good the same. complete with painting of one coats of Red Oxide and two or more coats of synthetic enamel paint of requiredshade complete as required. (Pipe to be tested @ 10Kgf/Sqcm for 2 Hrs.). All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 150 mm dia 173 100mm dia 174 80mm dia 175 50mm dia 176 40mm dia 177 32mm dia 178 25mm dia 179 Supplying and fixing first -Aid Fire hose reel Drum wall mounted swinging type with MS construction powder painted in post office Red, conforming to IS 884-1985 with upto date amendments, complete with the following as required.(A) Thermoplastic / Rubber Hose(B)20 mmdia UL, FM Bronze / SS nozzle with 5mm orifice (C)Drum and brackets for fixing the equipments on wall.(D) Connections from riser with 20/25 mm dia Brass/GM gate valves with screwed end and conforming to IS:778 Class-1through Forged steel Screwed Union & M.S. pipe. Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . With 30 m x 20 mm High Pressure Braided Rubber Hose as per IS:5132 - 1969and Bursting pressure 42 Kg/sqcm 180 Supplying and fixing of SS 304 Single / Double headed oblique pattern hydrant landing valve (internal/external) with 75 / 100 mm dia flanged inlet & 63 mm dia instantaneous type female outlet coupling with cast iron wheel complete with ABS cap and chain and all accessories as per IS:5290-93 (Type-A) in cluding matching flange (14 mm thick),nuts, bolts, washers, gaskets,etc as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Single Headed with 75 mm Dia. Flanged Inlet 181 Supplying and fixing of flexible hose made with 100% polyester, black EPDM internal rubber lining with External coat of synthetic elastomer (IS:636, type-A)63 mm dia, 15 mtr. Long RRL hose pipe with instanteneous type 63 mm dia SS-304male and female couplings(IS:903) duly bound and riveted to hose pipes with copper rivets and SS wire etc. as required.Appropriate Test Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. 182 Supplying & fixing SS-304 Short Branch Pipeconforming to IS: 903:93 fitted with 20mm (nominal internal diameter)bore nozzle, for projecting water in form of solid jet. The Branch shall have 63mm Male Instantaneous Inlet, suitable for use with 63 mm size Fire fighting hoses. H.P. tested to 21 kgf/cm² for 2.5 minutes. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 183 Supplying and fixing of 750 mm x 600 mm x 250 mm Outdoor application Fire Hose Cabinet made of 1.6 mm thick MS sheetDuly powder coated in red color externally and white internally with 6 mm thick glazeddoors with Expanded Metal 2 mm thick Jali including necessary locking arrangement suitable to accommodate 2 Nos 15 Mtr. Long RRL Hose and 1 No. branch pipe on Existing Wall / Angle Iron Frame as required. (Cost of MS structure for mounting Frame is to be Paid Extra) All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 184 Providing and fixing of Fire / Electrical Shaft Door made frompowder coated (50 Micron) aluminiumpartialy glazed with 6 mm thick glass and Partialy/ Fully Louvered with Outer frame of AluminiumSection of Size 100 mm x 45 mm x 1.5 mmand Shutters Top, Middle & sideSection of Size 82 mm x 45 mm x 1.5 mm, Bottom Section of Size 110 mm x 45 mm x 1.5 mmComplete with Hinges, Tower bolt, Handle, Aldrop, Locking Arrangement including dash fasteners of required dia and size, necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. as per drawings and the directions of Engineer-in-charge. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 185 Supplying, Installation, Testing & Commissioning ofElectrical Driven fire fighting duty Terrace pump as per TAC andIS 12469-1988., Factory assembledin Pump make OEMsuitable for automatic operation and consisting of following details given asA, B, C, D, E, F, G and H.(A) Horizontal End suction Centrifugal Back pull type pump complete for delivery of below mentioned discharge and Head(B) Material of construction : Pump Casing - Cast Iron, Impellor- Bronze, Shaft - SS 410, Packing - Mechanical Seal(C) Squirrel cage induction motor (IE-3 Class) suitable for 3 phase, 415 V, 50 HZ, Ac supply , Class -F Insulation, Synchronous speed not Exceeding 3000 RPM, T.E.F.C confirming to IP:55 , of required HP suitable for the above pump ,along with flexible (Love Joy type) coupling , coupling guard complete in all respect .(D)Common bed plate fabricated frommild steel channel for installation of pump and Motor including anti vibration pads.(E) The Hydrostatic tests (2 times of design operating head or 1.5 times the shut off head whichever is higher) and performance tests (to determine developed head, Pump BHP and efficiency v/s Flow) of pumps along with trip test shall be carried out at manufacturer’s works in Virtual / Physical presence of Department’s representatives.(F) Physical & Chemical Test reports of i) Pump casing (ii) Impeller (iii) Shaft (iv) Shaft sleeveand Dynamic Balance certificate is to be submitted by OEM(G) Suitable size Reinforced cementconcreat (M-30) foundation with foundation bolt, Nozing Angle of size 40mm x40mm x5 mm ( Cost of RCC Foundation to be paid Extra )(H) Weather proof hood fabricated from 5mm thick UV stablised FRP sheet supported by 50 mm x 50 mm x 5 mm Angle Iron fram above pumpset to protect it from weather All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR 450 LPM with 35 mtr head 186 Supplying and fixing Inlet Breeching Connection of CI body with Gun Metal male instantaneous inlet couplings with Inbuilt NRV, Drainage Connection with 50 mm Brass gate valvecomplete with PVC blank cap and chain as required for 150mm dia Outlet with 1 no. Matching Flange (Minimum 16 mm thick), nuts, bolts, washers, gaskets,etc as required of following Ways. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 4 Way 187 SITC of installation control valve of cast iron body and brass/bronze working parts comprising of water motor alarm, bronze seat clapper, and clapper arm, hydraulically driven mechanical gong bell to sound continous alarm when the wet riser/Sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets,etc as required of following sizes.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 150mm dia 188 Supplying and Fixing of PN 16 Cast Iron Dual Plate Wafer Type Check Valve / Non return valve with SS / Bronze flap complete with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets,etc as required of following sizes. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 80 mm dia 189 100 mm dia 190 150 mm dia 191 200 mm dia 192 Supplying and Fixing of PN 1.6Butterfly Valve (Wafer Type) with S.G Iron Disc and confirming to IS:13095 complete with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets,etc as required of following sizes. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 150 mm dia 193 100 mm dia 194 80 mm dia 195 Supply & Fixing of Dry Powder Agent (as per IS 4308:2019), ABC typeFire Extinguisher (Stored Pressure type) conforming to IS:15683:2018 , Powder coated Internal & External Surface Deep drawn cylinder body of Mild Steel CR2 grade conforming to IS: 513, Squeeze grip Forged brass release valve with Inbuilt safety release device, Diaphragm Type, 0 to 28 bar range pressure gauge, 450 mm long EPDM discharge tube, QR code for Product Traceability including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificatefrom OEM / External NABL Accrediated Lab is to be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 6 kg 196 Supply & Fixing of CO2 type Fire Extinguisher conforming to IS:15683:2018, charged with CO2 gas (purity 99.7% conforming to IS 15222), Powder coated Internal & External Surface Manganese steel ISI marked as per IS 7285 cylinder body , Wheel type Forged brass release valve ISI Marked as per IS 3224 with Inbuilt safety release device ((Fusible plug and Rupture Disc Type), 1.0 Mtr. Metal wire braided hose having minimum bursting pressure of 140 Kgf/cm2, Horn with metallic thread connection, QR code for Product Traceability,including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificatefrom OEM / External NABL Accrediated Lab is to be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSRCapacity 4.5 Kg. 197 Supplying and Fixing ofGalvanized Mild Steel fire bucket Confirming to IS: 2546 : 1974 with one coat of primer and two coat of enamel paint of approved shade on Angle Iron ( 50 x 50 x 5 mm) Stand of Size 800 x 1240 x 400 mm with MS 22 SWG Galvanized Canopy, 4 Hooks for Bucketsincludingassociated civil works etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 198 SITC of UL 10th edition / EN54 / VDS certified Addessable Manual Call point (MCP) with LED/ FIRE Indication Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 199 SITC of UL 10th edition / EN54 / VDS certified Addressable sounder with strobe light,Loop Powered / Direct powered from FACP with sound level 90 dB and programmablefrom the panel etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 200 SITC ofResponse Indicatorfor indicating the activation of the Remotely located Detector for Conventional type detectors as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 201 SITC of EN / LPCB/ UL listed / approved conventional automatic fire Alarm Rate of Rise cum fixed temperature thermister typeHeat Detectors , 12 / 24 volt D.C., visual alarm indicator (LEDs) Blink - green in stand by and Steady - red in alarm complete in all respectswith baseas required.including the cost of all accessories Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 202 SITC of EN / LPCB/ UL listed / approved conventional automatic fire Alarm Optical/Photoelectric type smoke detectorsof photo-optic sensing chamber, 12 / 24 volt D.C., visual alarm indicator (LEDs) Blink - green in stand by and Steady - red in alarm complete in all respectswith baseas required.including the cost of all accessories Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 203 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR2 x 1.5 sq.mm 204 3x 1.5 sq.mm 205 Supplying and drawing PE Insulated & PVC Sheathed unarmoured telephone cable with 0.5 mm dia. Solid Annealed electrolytic grade bare Copper Conductor as per IS: 8130/84 &confirming to TEC specification GR / WIR/06-03 March 2002in existingsurface or recessed conduit/casing capping. including ferruling on each pair for Identification etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR4 Pair 206 2 Pair 207 Supplying and fixingof CE certified and UL listed GI wire mesh cable tray made from spot welded steel wirehot dipped galvanised between 60 and 80 microns of zinc as per BS 729including horizontal and vertical bends, reducers, tees, cross members and other OEM made accessories like wall clamp, hold down clamps, Earthing terminal, brackets as required, and duly suspended from the ceiling with electro-zinc coated TF rods,etc. as required of following sizesAll as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .500 mm x 100 mm x 6 mm 208 300 mm x 100 mm x 6 mm 209 SITC of UL 10th edition / EN54 / VDS certifiedActive Repeater Panel for Fire Alarm System with inbuilt networking port (both RS485 & Ethernet),Serial port for printer,two supervisory inputs,two position key switch and USB port for programming. The Repeater Panel shall allow users to acknowledge, reset,silence, program, view hisory events.etc (All functions similar to main panel)The user interface of the repeater panel shall be same as the Main Controller with menu driven user interface with smart search.including the cost of all accessories Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 210 SITC of PA system Operator Console of following wattage to be installed withConventionalfire alarm systemcomplete with following capacity , channel mixing amplifier , 1 no cardioids goose neck microphone , 1 no professional grade cassette deck/ CD Player , 16 zone floor selector console ,equipment rack complete in all respects. PA system shall be coupled to the Fire Alarm System. Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 1x 240 Watt 211 SITC 6 watt Speakermounted in M S sheet box with perforated front mesh for PA and Emergency System. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 212 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSRMedium point (up to 6 mtr.) 213 Wiring of twin control light point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)in recessed ISI markedMMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988) accessories, round tiles, 2 Nos Hot Dipped Galvanized M.S Modularbox of 1.2 mm thickwith earth terminal,2 Nos10 A two way Modular switch, 3 pin ceiling rose / holder / 3 way connector ,Modular face plate with grid plate,screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSRLong point (up to 10 mtr.) 214 Long point(up to 10 mtr.) 215 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSRMedium point (up to 6 mtr.) 216 Long point(up to 10 mtr..) 217 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR3x 1.5 sq.mm 218 3x 2.5 sq.mm 219 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 220 2 x 6.0 sq. mm. + 1 x 4.0 sq. mm. 221 2 x 6.0 sq. mm. 222 4 x 10.0 sq.mm 223 4 x 16.0 sq.mm 224 P & F 1.2mm thickM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 225 Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 226 Providing & Fixing ofof BLDC Technologyventilating fans , single phase with PVC impeller, ABS body, Double Ball bearing, automatic back lower shutterincluding making connection, testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .250 mm sweep with Min. Air delivery 1150 cmh, 1300 RPM 227 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRSingle pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 228 Double pole MCB(With B/C curve tripping Characteristics) 6 A to 32 A rating 229 Three pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 230 50/63 A rating 231 100 A rating 232 Four pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 233 50/63 A rating 234 Providing & Fixing of 240/415 V Residual current circuit breaker (RCCB) conforming to (IS:12640-1)/ IEC 61008 -1 , rated 4 KV impulse withstand voltage truly current operated and shall operate on CBCT mechanisum, provision for pad lock,min. operation 10,000 upto 63 A rating and5000 for 100 Aratingand minimum phase termination capacity of 35 sq.mm. rigid wire, IP 20 contact protection with existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRTwo pole 30 mA sensitivity6A-32 A rating 235 40 A rating 236 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRGlazed door (single phase) IK-09 and IP-43 with Metal end box8 Way (8+2) 237 Metal door (Three phase) Per phase isolation, Horizontal IK-09 and IP-43 with Metal end box6Way(Incomer 8,Sub Incomer2+2+2) 238 Providing & Fixing of Recessed/surface mounting heavy duty Vertical TPN Distribution board with Metal end box withprovision of incomer suitable for MCB / RCCB and SP / TP MCB as outgoing ,made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3. powder painted with reversible door (for double door DB only ) complete with insulated 100 A rating copper bus bar, neutral bars with shrouds, earth bar , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR6 Way(8+18) 239 Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost ofISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification ofWiring accessories refer ChapterE - 07related item & For additional technical parameters of product / work refer Annexure A attached with this BSR 240 Providing & Fixing of modular type switch/ bell push duly ISI marked (IS :3854) with CM/L no. printed and made out of unbreakable and fire retardant vergin UV Stabilized Polycarbonatewith brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,minimum width ofswitch toggle( PUSH PART ) should not less then 20mm,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 25 Amp.2 Moduleswitch With LedIndicator 241 Providing & Fixing of modular type lockable feature socket dulymade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating , includingall as per pre approved by Engineer in charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR25 Amp. 2 Module Socket 242 Providing & Fixing of following modular accessories as per PWD specification for electrical Works,made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating , includingall as per pre approved by Engineer in charge,making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSRRJ-11 telephone jack Double line 243 RJ-45, Cat 6 computer jack with shutter 244 Providing & Fixing offollowing size mounting grid plates with cover plates made from fire retardent UV established high performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1 Module 245 4 Module 246 Providing & Fixing of modular type 120 W Step Fan regulator duly ISI marked (IS 11037:1984 ) with CM/L no. printedmade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR5 step fan regulator 2 Module 360 dgree rotating 247 Plate Earthingas per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm. and embodying the pipecomplete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 248 Supply & Laying following size earth stripin horizontal or vertical run in surface by means of Earth strip DMC Insulatorincluding riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 25mm x 6mm G.I. ( Hot Dipped) Strip 249 Supply & Laying following size B class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with accessories like bend, socket etc.for laying earth conductor/ strip / cable in ground/ surface/ recess as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 40 mm dia. 250 Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminiumhousing with in built driver, System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1170mm(+/-10%) LED batten with min. lumen output 2200 lm 251 570mm (+/-10%) batten with min. lumen output 1000 lm 252 Providing & Fixing of IP20, 2x2 LED Surface/ Recessedmounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection(Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 ,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Minimum lumen output 3600 lm 253 Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / SqaureSMD Mid Power LED Downlight with power coated die-cast aluminum housingwith UV Stabilized non yellowish Diffuser withBIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Minimumlumen output 650 lm 254 Minimum lumen output 1950 lm 255 Supply, Drawing and Testing of 4 pair, 23 AWG Solid Bare Copper wire insulated with PVC, UTP (Unshielded Twisted Pair), Category 6, Class E, 100 Ohm Impedance, Indoor Cable as per latest ammendments of ANSI/TIA/EIA-568 , The copper conductors should be balanced twisted in pairs, seperated by a cross-member fluted pair divider & protected byPVC Jacket. Certified performance in a 4-connector configuration upto 100 Mtrs channel requirements & transmission frequencies up to 250 Mhz. in existing MS/PVC Conduits/casing capping including making connections to Information outlets and Patch Panels with jack &ferruling at both ends for identification with necessary tools for punching, stripping, crimping and testing etc as required complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 256 Supplying and drawing PE Insulated & PVC Sheathed unarmoured telephone cable with 0.5 mm dia. Solid Annealed electrolytic grade bare Copper Conductor as per IS: 8130/84 &confirming to TEC specification GR / WIR/06-03 March 2002in existingsurface or recessed conduit/casing capping. including ferruling on each pair for Identification etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR2 pair 257 Supply and Laying of PE Insulated, PVC Inner Sheathed, armoured & PVC Sheathed Telephone Cable. with 0.5 mm thick Solid Annealed Bare Copper Conductor as per IS: 8130/84 telephone cable confirming to TEC specificationsGR/WIR 06/03, Mar.-2002 in existing pipe / open trench / Cable tray / on surface including making necessary connection, testing etc. as required of size. For additional technical parameters of product / work refer Annexure A attached with this BSR50 pair 258 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR25 mm 259 Supplying and fixing of ISO Certified company made Krone module with base frameas per PWD specification for electrical Works, in the recess / surface made out of 16 SWG sheet steel box, front openable, having locking arrangements duly powder painted., including dressing, ferrulingandpunchingof telephone cable with krone tool etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .50 Pairs 260 CCTV SURVEILLANCE WORKSupply, Installation, Testing and Comissioning of Rack mounted 19 1U, Cat6 24 Port loaded, 1.5-1.6 MM CRS chasis, powder coated, sheet steel, made of plastic (ABS), Modular Patch Panelswith Rear Cable management system and mounting hardware to mount the patch panel. Should have port identification numbers printed/engraved on front of the panel. Etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Modular Patch Panel Loaded with Cat -6A I/O 261 Supply, Drawing and Testing of 4 pair, 23 AWG Solid Bare Copper wire insulated with PVC, UTP (Unshielded Twisted Pair), Category 6, Class E, 100 Ohm Impedance, Indoor Cable as per latest ammendments of ANSI/TIA/EIA-568 , The copper conductors should be balanced twisted in pairs, seperated by a cross-member fluted pair divider & protected byPVC Jacket. Certified performance in a 4-connector configuration upto 100 Mtrs channel requirements & transmission frequencies up to 250 Mhz. in existing MS/PVC Conduits/casing capping including making connections to Information outlets and Patch Panels with jack &ferruling at both ends for identification with necessary tools for punching, stripping, crimping and testing etc as required complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 262 Supply and Installation of unsheilded/360 degree sheilded Information outlets made of high impact plastic body with ABS, FR Grade halogen free material with provision for protection against dust in jack, suitable for Cat 6/6A application complying to latest ammendments, According. to Cat. 6/6A channel, It should support channel as well as components requirements of Cat.6/6A standards at frequencies of up to 250 to 500 Mhz. Cat 6/6A unshielded/shielded Jack should be suitable to terminate 4 pair, 23/24 AWG solid/stranded wire diameters, using 100 Ohm unshielded/shielded balance twisted pair cable, the jack should have tooless/impact termination on reliable copper tin plated Insulation displacement contact, with easy lock mechanism, It supports IEC 60603-7-4 and complied with ANSI/TIA/EIA 568 C.2 standard. jack should be RJ11,RJ12 & RJ45 compatible. Should support Ethernet 1.2 Gb/s ATM,Digital video and broadband/baseband analog video, Voice over internet protocal (VOIP) Specifications in existing modular/MS Boxes along with necessory connections as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Cat 6A, Sheilded Information Outlet 263 Supply & fixing of square Faceplate for Flush / Surface Mount Information Outlets Single/Dual or Quad Aperture ,material should bePC+ABS body, Suitable for RJ45 unshielded/shielded connection modules. Should match with I. O. OEM. Dimensions should be 86mm X 86mm as required complete in all respect.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Single Aperture 264 Supply, Installation, Testing and Comissioning of Rack mounted 19 1U, Cat6 24 Port loaded, 1.5-1.6 MM CRS chasis, powder coated, sheet steel, made of plastic (ABS), Modular Patch Panelswith Rear Cable management system and mounting hardware to mount the patch panel. Should have port identification numbers printed/engraved on front of the panel. Etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Modular Patch Panel Loaded with Cat -6A I/O 265 Supply & Installation of IP-20 & IK-08 , UL ListedWall mounted Double Section Communication enclosure (Rack) made from powder coated (60 to 80 Micron) CRCA sheet, front sturdy sheet steel frame folded from one piece and welded with minimum 5mm toughened glass door,Vertical Mounting Rail 1.6 MM with UMarking , with All round protective channel on the door aperture, lock integrated on front door, top and bottom cover with cable entry provision with gland plates, integrated side walls, 2 pair of 19 angles with wall mounting provision on wall. Accessories like: 1 No of 19 1U Horizontal Cable manager, 1 No of 90 cfm 230V AC Fan with 1 mts long cable, mounting hardware , 1 No of 19 1U, mountable socket strips with 5 nos of 5A universal sockets with 2 mts long power chord for supplying power to switches, fans etc along with earth continuity kit, indicator, moulded power supply cable. fixing on wall with Suitable Anchor fastneretc as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 9 U Rackwith Width 600 mm & Depth 400 mm + 100 mm 266 Supply , Installation, Testing and Comissioning of Managed Layer-2 Intelligent PoE Giga Ethernet Switch providing 24 x 10/100/1000 MBPSPoE Giga Ethernet ports and with min 4 SFP Giga Ports (provision for Fiber Giga connectivity) with provision of minimum Stacking of 06 Switches with minimum 370 Watt PoE Power Budget with related LAN Base Software including making connections etc as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 267 SITC of 2 MP IR Fixed Dome Network Camera -1/2.7″ Progressive Scan CMOS, 1920 × 1080 at 25fps, 2.8 mm Fixed lens, 0.002Lux at F1.4, 0 Lux with IR on, ICR, ONVIF (PROFILE S, PROFILE G, PROFILE T), support H.265, H.264, MJPEG, 120db WDR, 3D Digital Noise Reduction, Three individually configurable stream, 12 VDC & PoE, IR range: 40m, Support on-board storage up to 256 GB (SD card not included), IP67, Edge Analytics- Line crossing detection, Intrusion detection, Motion detection, Video tampering, UL, CE, FCC certified. 268 Supply Installation testing and commissioning of 32 Ch Network Video Recorder- Connect Up to 64 IP Cameras, Up to 12 Megapixels Resolution, HDMI1/VGA1 and HDMI2/VGA2 outputs provided, atleast one HDMI output with 4K (3840 × 2160), atleast one VGA output with 2K (2560 × 1440) resolution, Support H.265/MJPEG, Supports N+1 hot spare system, Supports RAID0, RAID1, RAID5, RAID6 and RAID10, Supports HDD hot swap, Incoming Bandwidth 320 Mbps, 8 SATA Hard Disks, 1 × eSATA interface, ANR Technology, 8 SATA interfaces for 8 HDDs and capacity of each HDD upto 10 TB, Front panel: 2 × USB 2.0; Rear panel: 1 × USB 3.0, Alarm I/O 16/4, RS-232, RS-485, 2 RJ-45 10 /100/1000 Mbps self-adaptive Ethernet interface,Multiple network monitoring: Web viewer, CE, FCC, UL certified. with 30 days backup capacity asrequired. 269 SITC of professional PC alongwith printer and other accessories as required having minimum i7 processor, 8 GB graphic card 1 Tb SSD as per requirement. 270 SITC of 42 inch full HD professional LED display for CCTV monitoring. 271 External Electrical WorkS I T C of star ratedAluminium wound distribution Transformerof following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & lossesas defined as per 2014 (Fourth Revision) Level-1 . including standardaccessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint,including carrying of pre-commission Testing & Charging of Transformer complete in all respect .The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTLof discombefore charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 100 KVA 272 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stopcommands, control Relays , Ammeter & Voltmeterwith selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturer shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .20 to 40 KVA 273 Supply & fabrication steel structure with MS channel / angle / joist / ISMB / sheet etc. including welding, rivetting, cutting, nut & bolt , one coat of primer & two coat of enamel paint etc. as requiredcomplete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 274 Providing & Laying XLPE insulated three core ArmouredAluminiumcable for working voltage 11 K.V.(E) confirming IS :7098 P - 2withH4- Grade electrolyticaluminium conductor confirming to IS: 8130 class-2 of purity >99.6 %, Insulation Screening: Extruded Semiconducting Compound followed by helically wrapped Copper Tape, round / flat strip armouring of cables , Inner / outer sheath PVC type ST-2 confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray includingtesting etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810 All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .3 core 150.0 Sq.mm 275 MAIN LT PANELSITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalisedcubical panel as specifications andOther parameters requiredas per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:-(a)Thickness of CRCA sheet shallbe 2.0 mm,cable alley compartments having concealed hinged type doors with key type lock with / withoutdetachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided(b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting,pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel.The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire.[c)Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar(>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only.All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar/ Flexible wire for Interconnection between Main busbar and Switchgearis to be Paid Extra )(d)Wiring between components within switchgear and Incoming / outgoing cableshall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging.(f)Floor mounted panel shall be mounted on Base frame of ISMCchannel size 100 x 50 x 5 mm( to be paid Extra )(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out.(h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 276 SITC of3 /4pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant materialhaving following current rating, short circuitbreaking capacityat 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with frontface and centralised adjustable, trip free mechanisum, true contact position indicator,line load interchangeability,designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree,pollution degree 3, having positive isolation capability, push(test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage690 V.provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connectionsetc. as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR4 pole MCCB With Thermal Magnetic release160 Amp , 25 kA, adjustable O/L & adjustable S/C setting, 277 up to 100 Amp , 10 kA, fixed O/L & fixed S/C setting 278 Supply and fixing of following accessories for Moulded case circuit breaker (MCCB)compatible to main MCCB OEM as per PWD specification for electrical Works, conforming to IS/IEC 60947 P - 2 :2003 including making connection etc complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Shunt Trip Release 279 Under Voltage Release 280 Extended Rotary Handle 281 Auxiliary contact 282 Spreaders for 250A, 4 Pole MCCB 283 Spreaders upto 125A, 3 Pole MCCB 284 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRSingle pole MCB (With B/C curve tripping Characteristics) 0.5 A to 5 A rating 285 Providing & Fixing of ISO certified company made Four Pole By pass Change Over Switch conforming to IS:13947(Part 3) : IEC:60947-3-1 and IEC:60947-6-1, Open execution type in the following ratings.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .100 A 286 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRSingle pole MCB (With B/C curve tripping Characteristics) 0.5 A to 5 A rating 287 Double pole MCB(With B/C curve tripping Characteristics) 6 A to 32 A rating 288 Four pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 289 50/63 A rating
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Rajasthan View Result →
9.
Public Administrative Department #10362812 Price Bid
Tender For Construction Of Soak Well Near Surendra Rams Shop, Sarhkunjia Gram Panchayat Hussainsar - Construction of tube well from ground level and up to 100m. Depth and above to accommodate housing and assembly pipe of following size in all type of alluvium strata by percussion/ rotary drilling method and with gravel as per IS: 4097-1967 and packing as per IS: 2800(Part I & II) 1979 as amended up to date(the work includes the cost of gravel andits primary packing and packing during development, lowering of housing and strainer assembly pipes with supply and wrapping of coir ropes, wherever necessary for arresting fine sand particles and development work but excluding the cost of housing and strainer pipe assembly the work would be completed after obtaining sand free water (PHED BSR 2023-1074/2023 Less 10%) Nominal Bore 250mm Dia 2 Supply of ISI mark AC Pressure pipe class 15 manufactured by MAZZA process as per IS:1592-2003 or amnded upto date, for casing of tube well for 250mm dai bore with jointing material VC coupler as per technical specification and direction of engineer in charge(PHED BSR 2023-1074/2023 Less 10%) 250mm Nominal Dia 3 Development of tube well having depth up to 250 mtr as per IS 11189-1985 and IS: 2800 (part-I) 1991 (both amended up to date) using suitable compressor to give and free water for required yield of he gravel packed tubewell.(PHED BSR 2023-1074/2023 Less 10%) 4 Earth work in foundation excavation up to 1.5m, ramming bottom, dressing sides, back filling and disposal of surplus soil with in a lead of 50m. Hard Soil 5 Cement Concrete in foundation and plinth with stone ballast size 40mm including curing and compaction etc in 1:5:10 mix 6 Brick work in foundation and plinth using bricks of class designation-75 in CM 1:6 7 20mmthickplasteronnewworkincludingcuringandracking of joints in CM 1:6 8 S & F iron Gate andgrill 9 P & L Ballast 36-40mm 10 Yojna board and Contingency Charges
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
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10.
Public Administrative Department #10362416 Price Bid
Tender For Construction Of Soak Well In Ward 06 Of Gram Panchayat Ramasar - Construction of tube well from ground level and up to 100m. Depth and above to accommodate housing and assembly pipe of following size in all type of alluvium strata by percussion/ rotary drilling method and with gravel as per IS: 4097-1967 and packing as per IS: 2800(Part I & II) 1979 as amended up to date(the work includes the cost of gravel andits primary packing and packing during development, lowering of housing and strainer assembly pipes with supply and wrapping of coir ropes, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work) For 250mm nominal bore 2 Supply of ISI mark AC Pressure pipe class 15 manufactured by MAZZA process as per IS:1592-2003 or amnded upto date, for casing of tube well for 250mm dai bore with jointing material VC coupler as per technical specification and direction of engineer in charge 3 Development of tube well having depth up to 250 mtr as per IS 11189-1985 and IS: 2800 (part-I) 1991 (both amended up to date) using suitable compressor to give and free water for required yield of he gravel packed tubewell. 4 Earth work in foundation excavation up to 1.5m, ramming bottom, dressing sides, back filling and disposal ofsurplus soil with in a lead of 50m. 5 Brick work in foundation and plinth using bricks of class designation-75 in CM 1:6 6 S & F iron grill 7 S & F Stone patty for roof of chamber 8 P & L brick bats bhanwariya on roof 9 20mmthickplasteronnewworkincludingcuringandracking of joints in CM 1:6 10 Yojna board and others
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
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11.
Environment and Forests #10169109 Price Bid
Tender For Development Of Prithaviraj Nagar Nagar Van Makarwali Hokra - ConstructionPrithaviraj Nagar Van Nagar Makadwali Hokra (upgradation of Old Wall Fencing (4 feet to 6 feet height) Length -445 m, Store Room, Tube well) Sl. No. Item Description 1 Random rubble stone masonry for with hard stone in superstructure above plinth level and upto five level above 30 cm thik walls in cement mortar1:6 (1 cement : 6 sand ). boundary wall, Pillars 6.2.6 pwd bsr ajmer 2 Providing and fixing pre cast cement concretee coping 1:2:4 mix 50mm thick complete as per specification boundary wall, Pillars 3.8 pwd bsr ajmer 3 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thickPillars 90x 4, Pillars 90 x 2 12.1.2 pwd bsr ajmer 4 Pointing on stone masonry in cement sand mortar 1:3 (1 cement :3 sand) Raised and cut pointing boundary wall 2 x 445 12.31.2 pwd bsr ajmer 5 contigency 6 Earth Work in surface excavations not exceeding 30 cm in depth but exceeding 1.5 mtr. In widdth as well as 10 sqm on plan including disposal of excavated earth 50 mtr.and lift up to 1.5 mtr. Disposal soil to be Leveled and neatly dressedAll kinds of soil. B-1/1.1 7 E/W in excavation in over area ( exceeding 30 cm in depth 1.50 Mtr. In width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50 mtr. and lift up to 1.50 mtr. Disposal earth to be leveled and neatly dressed All kinds of soil. B-1 /1.6. 8 Providing and laying in position cement concrete including curing compaction etc. Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken stone aggregate.40mmin 1:4:8 B-3/ 3.1.6 9 R.R.S.M. for foundation & plinth in cementabove 30cm thick wall( in 1:6) B-6 / 6.2.6 10 Providing and laying in position cement concrete including curing compaction etc. Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken stone aggregate.M-20mmin 1:2:4B-3 / 3.1.2 11 R.R.S.M. for super structure above plinth level one story hight above 30cmthick wall in 1:6 B-6 / 6.2.6 12 Brick masonary in foundation and plinth with brick of class designation 75 in 1:5 Add extra over item no. 5.1 for brick work in super structure up to third storey. B-5/5.1.2+ 5.2.2 13 Dry stone masonaryB-6 /.6.2.2 14 Providing and laying in position specified grade of reinforcement cementconcreteall RCC structural elements up to plinth level including curing comactionfinishing with rendering in cement sand mortar 1:3 and making good the joints excluding the cost of centeringshuttering and reinforcement. M-20 grade nominal mix. B-4 / 4.1 15 Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts,footings, straps beams, bases of columns etc. up to plinth level.Roof, Sajja, Beams,plinth B-4 / 4.9 16 Providing and fabricating reinforcementfor RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire)all complete up to floor three level. Cold twisted deformed bars (IS:1786)11.24x 2916/100=327.75 kg B -4/ 4.13 17 Steel TMT bars B-4/ 4.14 18 Plaster on new surface on wall in cement sand mortar 1:6 including raking of joints etc. complete fine finish: 25 mm thickRoom in side,Room out side, Less gate Window,Vent B 12/ 12.3.1 19 Supplying and fixing machine cutand polished stone, slaves, tands and in CM 1:3 with machine cut edges.B -6 / 6.17.3 20 Providing and fixing pressed steel mitred doors frames manufactured from commercial mild steel sheet of 1.25 mm (16 gauge) thickness including hings jamb, lock jamb, head and if required angles threshold ofmild steel angles of section 50x25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after per-treatment of the surface as directed by Engineer in charge. Double Pitam Door Frame B 9 / 9.6.3 21 Providing and fixing external grade board solid core single leaf flush door shutters ISI- 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fitting complete as per annexure A30 mm thick gate - 2..05 x 1.20 = 2.46 sqm window -2 x 1.15 x 1.15 = 2.645 sqm total= 5.105 sqm B-8 / 8.13.1.3 22 contigency 23 Tube well Construction of tube-wellfrom ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -&II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200mm –do-. 4.3.2 24 Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. 4.4 25 Supply of ERW M.S. black casing pipeISI marked (IS:4270/1992)of grade Fe410 of following sizes at site of work. 200 Nominal bore of pipe (mm) 4.5.4 26 Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.200 Nominal bore of pipe (mm) 4.6.2 27 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size:200mm dia 4.8.4 28 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 4.9 29 SITC of radial / mixed flow submersible motor pump sets ISI marked (IS:8034-1989) of approved make with required accessories including making connection suitable for T.W./ D.C.B./ Open well. The job includes lowering ofriser pipe, G.I./H.D.P.E. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. E260700 ( Elec. BSR 2012 ) 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head, minimum Discharge respectively. E260720 7.5 HP, 3-Ø, (65-135)Mtr, (240-115)LPM E260723 30 Plate Earthing as per IS:3043 withcopper Earth plate of size 600mm x 600mm x 3.0mm by embodying3 to 4 mtr. below the ground level with 25mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. E150300 ( Elec. BSR 2012 ) 31 S & Laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.E150600 ( Elec. BSR 2012 ) 6 SWG copper Wire E150601 32 S & Laying following size B class G.I. Pipe confirming to IS : 1239 P - 1 ( 1990 ) with accessories for laying earth conductor/strip / cable in ground/surface/recess as required E150700 ( Elec. BSR 2012 ) 20 mm dia. E150702 33 Supply and fixing of Oil / Air break Starter panel made out of sheet steelpowder coated enclosure comprising of over load protection relay, short circuit & single phasing protection, ON / OFFpush buttons,ammeter, voltmeter, indicating lamps etc. complete in all respect suitable for following rating motors. E261300 ( Elec. BSR 2012 ) For Three phase Submersible / Mono block pumpE261320 3.0 HP to 10.0 HP ( Star / Delta ) E261322 34 Providing of synthetic rope for submersible pump ISI marked (IS:5175) of following sizes. E260400 ( Elec. BSR 2012 ) 16mm (suitable above 50mm & up to 75mm OD pipe) E260402 35 Supply & fixing of GI pipes with flanges duly screwed & welded including rubber washer, nuts & bolts of 8mm dia complete in all respect ISI make. E261100 ( Elec. BSR 2012 ) B class 50mm dia E261103
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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12.
Power #10168894 Price Bid
Tender For Construction Of Division Office Building And Misc. Civil Works For Newly Created Office Of Xen (Oandm) At Kathumar Alwar - 1 PART-A 2 1.34Supplying chemical emulsionin sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% 3 1.36Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . 4 1.8E/W in excavation by mechanical means (hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5m in whichor 10 sqm on plan) including dressingof sidesand ramming of bottoms, lift up to 1.5 m, including taking outthe excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. 5 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (A) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (3.1.6) 6 RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand) (6.1.6) 7 Add extra for Random Rubble stone masonry with hard stone in(A) Wall upto 30cm. and less thickness. (6.3.4) 8 4.1Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 9 4.9Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 10 4.2Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 11 4.3Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 12 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :(A) Columns, pillars, posts and struts etc. (4.10.3) 13 (B) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. (4.10.2) 14 5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) 15 Halfbrick masonry in superstructure, above plinth level upto floor V level using bricks of designation 75.Cement mortar 1 : 4 (1 cement : 4 coarse sand) (1cement:6 coarse sand). (5.8.2) 16 6.18.1Supplying and fixing stone lintels/bed plates of approvedquarryroughdressedincement mortar 1:4 :Upto 15 cm. thick. 17 4.13.2Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Hot rolled deformed bars (IS : 1139). 18 10.17.1Grading roof for water proofing treatment withwater proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 19 12.7Finishing with neat cement (punning). 20 10.22Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 21 11.26Random rubble dry stone Kharanja under floor. 22 9.5/B-9Providing & fixing T-iron frames for doors, windows and ventilators of mild steel Tee - sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 23 S & F in walls machine cut and polished stone shelves,tands and in 1:3 with machine cut edges:(A) Kota stone minimum 30 mm thick (6.17.3) 24 (B) Sand or other approved stone 25mm thick. (6.17.1) 25 8.13.2.1/B-8Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehydration in glue both sides with approved steel fittings complete as per annexure ‘A’ 30mm thick. Commercial veneer both side. 26 8.14/B-8Extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. 27 (16.1.1.1)P & F anodized aluminum work (Anodized to be got done from approved Anodiser) for doors, windows, ventilators and partition with extruded built up standard tubelar and other sections of approved make confirming to IS : 733 & IS : 1285 anodised transparent 81 dyed to required shade according to IS : 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasters i/c necessary filling up of gas at junctions, at top , bottom and sides with required PVC / Neoprene felt etc. aluminium section shall be smooth, rust free, straight, mitered and jointed mechanically wherever required i/c cleat angle Aluminium snap beading for glazing/paneling , C.P. brass/stainless steelscrews, Al. Tower bolt & Al. handle & Al. Aldrop etc. all complete as per architectural drawings and the directions of Engineer in charge.(Glazing and paneling to be paid for separately). (a) For fixed Portion.Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 28 (b) For shutters of doors, windows and ventilators including P&F hinges / rollers etc. and making provision for fixing of fittings wherever required( locks shall be paid for separately).Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) (16.1.2.1) 29 16.2Extra for shutters of slidingaluminum windows 30 16.5.2/B-16 P&F glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/Neoprene gasket etc. complete as per the architectural drawings and the direction of Engineer in charge.(Cost of aluminium snap beading shall be paid in basic item.). With glass panes of 5.0mm thickness (weight not less than 13.75 kg/S.pm.) as per IS: 2835. 31 16.11S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. 32 8.7 (a)Extra for providing frosted glass panes instead of ordinary float glass panes in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 33 16.15Providing and fixing sun control film, thickness of film 1 Mil Visible Light Transmittance 4-24% & Solar Energy Transmittance 42-51% & Total solar Energy rejection 37-43%of approved colour and shade , complete in all respect , at all level , as directed by engineer- in -charge. 34 (16.44.2)Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 50mmx48mm to aluminum window/vent with required screws, Y and H aluminium section (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge.Powder coating aluminum ( minimum thickness of powdercoating 50 micron) 35 9.10Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of T-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension). 36 16.6.1/B-16P&F double action hydraulic floor spring of approved brand and manufacture to aluminium door shutter confirming to IS : 6315 including cost of cutting floors and cover plate with brass pivot and single piece M.S. With stainless steel cover plate. 37 16.8/B-16 P/F 100mm brass locks for Aluminium door including necessary cuttingand making good etc. complete. 38 16.9.2Providing and fixing aluminium U shape handle of size 100mm with SS screws etc. Complete as per direction of Engineer-in-charge. Powder coated minimum thickness 50 micron aluminium 39 8.26Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. 40 12.2.2Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finished: (A) 20mm thick 41 12.3.2Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: (A) 20mm thick 42 (B) 12mm thick (12.3.3) 43 12.5/B-126mm thick cement plaster to celling of mix 1:3 (1 cement : 3 fine sand) 44 7.12Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 45 7.13Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 46 7.5.6(ii)Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Rajasthan Black1501 Cm2 to 3600 Cm2 Tiles 47 7.6.2(i)Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite/Kota Stone WorkFull Edge moulding 48 7.23Providing non slip grooves to granite/ kota stone flooring, counters, vanities etc. using groove cutter V type including machine polishing to groove to give high gloss finish etc. complete as per design approved by engineer in charge 49 7.8Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone workincluding necessaryholesfor pillar taps etc. including rubbing and polishing of cut edges etc. complete 50 7.25.1P & F 1st quality Heavy Duty Vitrified Double Charged tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.size600 mm X 600mm 51 (B-11.17.4)Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand)Ordinary cement without any pigment. 52 P & F of double leaf steel shutter for cupboard, the frame is made of pressed steel ISI section 80X25 mm X 1.25mm thick with 1.00mm MS sheet to spot welded including holdfasts of 15X3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts & twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate & spray painting in approved shade with deco paint of approved quality complete as per direction of Engineer in charge. (9.39) 53 9.8Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 54 9.8.1(A) Extra if square,rectangular hollow tubelarsections are used or grill made by flats only 55 16.56(a)Providing and fixing stainless steel railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).Grade 304 56 13.34.1Making of holein R.C.C. slab/wall/beams and masonary wall (width up to 450 mm) by core cutting machine complete as per direction of EIFromdiameter 100mm to 150mm 57 16.58/B-16 Supplying and fixing Rollor Blinds of good quality and approved make made out of Imported fabric including Roller Mechanism and lock with chain system with all necessary hooks etc. complete as per direction and sample approved by engineer-in-charge. 58 10.33.2Providing & fixing calcium silicate perforated ceiling tiles of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections ( galvanized @ 170 gsm/sqm.) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm center to center and cross “T” of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 21x21x0.30 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats fixed to ceiling with 6 mm dia and 50mm long dash fasteners, 4mm GI adjustable rods with galvanised level clips spaced at 1200mm center to center along main T, bottom exposed width of 24mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-Charge of thickness of tiles as mentioned below:-8 mm thick 59 12.45.1Applying priming coat :With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. 60 12.46.1 /B-64Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: (A) Two or more coats on new work. 61 12.22.1Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete.New Plastered Surface (three or more coats) 62 12.37.1 /B-12Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: (A)New work (two or more coats) over and i/c scrapping and priming coat with cement primer. 63 12.42Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 64 9.2Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 65 12.19Making grooves as per design in plaster 10mm to 20mm wide. 66 (3.8)Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification . 67 1.2.2P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. 68 1.3P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor 69 17.48P/F wall mounted 600mm long grab bar as approveddesign, made of 35mm stainless stell pipe having anti-bacterial Nylon surface with contour finish for better grip. Grab bar should be mounted on wall at height of 800mm from the finish floor level complete in all respect as per Harmonized guidline & Satification of Engineer-in Charges. Make Cera (B2210106) 70 1.7.2P & F water closet Seat Covers with brass hinges complete :Solid PVC (ISI marked) grade-I white for EWC. 71 1.59P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. 72 2.33.5 Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge Two way Bib Cock 15 mm nominal size 73 1.65 P & F C.P. Health Faucet with 1Mtr. Long Tube & Hook of approved make and heavy as per direction of Enginner-in-Charge 74 1.52.1P & F Soap Dish or Tray of approved quality/make C.P. brass 75 1.51.2P & F Toilet Paper Holder with rod of approved quality/make: C.P. brass heavy & Superior quality. 76 1.69.2Providing & Fixing premium qulaity WVC Urinal with PVC waste pipe, dome couplings, concealed iron brackets or screws etc. complete.Flat Back (large) or half stall size 590x375x390 mm. 77 1.16.3P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm.Makrana `Adanga` or Raj Nagar 1St Quality White or Andhi Indo-Italian marble. 78 1.66P & F C.P. brass Urinal Spreader for Large Urinal of heavy duty of approved make as per direction of Enginner-in-Charge 79 1.36.4P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall :Size 580 mm x 450 mm 80 1.40P & F 1st quality WVC pedestal for wash basin. 81 (1.38.9.1) P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor :1.0 mm thick stainless steel AISI -304 & IS 13983-1994kitchen sink of approved make as per Engineer-in-chargewith large waste coupling. Overall size 18 x 16 x 6(inches)Bowl size 16x14x6 (inches) 82 P & F Towel Rall or Ring of approved quality/make.C.P. brass Towel Rail with brackets 450x20mm. (1.47.3) 83 2.26.2/S-2P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 300 ltr capacity 84 P & F looking Mirrors with P.V.C. frame of approved (Atul, Modi Guard, Saint Gobin or equivalent).Size 500 x 400 mm.(1.45.1) 85 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)(A) 20mm nominal size. (2.38.2) 86 (B) 25 mm nominal size (2.38.3) 87 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.(External work).(A) 20mm nominal size (2.39.2) 88 (B) 25 mm nominal size (2.39.3) 89 2.7.3 /S-2P & F Bib cock (IS: 8931 Mark), Superior quality of approved make:(A) C.P. brass bib cock 15mm nominal bore. 90 2.11.1/S-2P & F Ball Cock (IS: 1703 Mark) with Rod & P.V.C. Ball complete: Brass wt. Not less than 300 gm,15mm. 91 P & F Full - way Valve (IS: 778 Mark) or wheel valve of approved make:(A) Gun metal 15 mm nominal bore. (2.15.1) 92 (B) Gun metal 25 mm nominal bore. (2.15.3) 93 1.20.2P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVCbend as per IS : 7231 . 94 2.12.1/S-2P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. inlet connection 15mm Brass(Is: 8931 marked) 95 P & F 15mm. Dia Connection pipe of approved quality/ make: (A) PVC Pipe with C.P. Brass nuts upto length 450mm.(2.13.3) 96 (3.19.1)Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. Depth up to 0.5 M 97 3.22.3Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.:Size 240 Cm. dia outside & 240 Cm. depth. 98 3.27.1Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 gradeC.C floor &RCC slab covering with M15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-Size 200x100x130 cm.(for 10 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ϕ @15 cm c/c bothways including shuttering complete in all respect. 99 P & L CC 1:5:10( stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150mm thick bed concrete ( Width W= Dia of pipe in Cm + 30Cm.) conrete width to be reduced from width W at centre of pipe to 0 at top of pipe(Excluding cost of pipe).100 mm diameter S.W. Pipe.(3.3.1) 100 Construction of chamberin all typeof soli with300 mm. thick masonry in CM 1:6 m 10Cmthick C.C1:5:10 infoundation, 20mm thick inside plaster in CM 1:6, finshed with floatinf neat cenent50 mm thickM-15 grade C.C flooring, Ferro work etc. complete as perdesing includingdisposal of surplus earth within a lead of50 mtr. Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame.(3.21.1) 101 P & F rigid PVC pipe ( IS: 4985 make) class II/(4 Kg./Cm2). Approved quality /make including jointing the pipe with solvent cement rubber ring and lubricant.(A) 75 mm dia. (3.16.2) 102 (B) 110mm dia. (3.16.3) 103 P & F rigid pvc pipe fittings (IS : 4985 mark) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant :110 mm dia.(A)Bend 45˚(3.17.8.ii) 104 (B) Bend 87.5˚.(3.17.9.ii) 105 (C) Vent Cowel (3.17.12.ii) 106 (D) Plain Tee (3.17.3 (ii)) 107 (E) Door Tee (3.17.4 (ii)) 108 (F) Gully trap (3.17.27) 109 Supply & Fixing G.I. Union ISI marked in G.I pipes line as required complete in all respect of size . (A)15 mm dia nominal bore B Class. (2.32.1) 110 (B)25 mm dia nominal bore B Class. (2.32.3) 111 P & F Grating of approved quality/ make Stainless steel sheet size 125 mm dia. (1.48.1) 112 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR. (A) Short point (up to 3 mtr.) (1.1.1) 113 (B) Medium point (up to 6 mtr.) (1.1.2) 114 © Long point(up to 10 mtr.) (1.1.3) 115 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR On board (1.3.1) 116 Providing and fixing of power plug point with non modular accessories as per PWD specification for electrical Works withGalvanized box of 1.2 mm thickwith earth terminal with suitable size phenolic laminated sheet (IS : 2036 -1995) cover including cost of 16 amp. Switch (IS :3854) and 3/6 pin 16 amp. socket outletmaking connection , testing , etc. as required. . For specification ofWiring accessories refer ChapterE - 07 related item &For additional technical parameters of product / work refer Annexure A attached with this BSR (7.36) 117 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR(A) 2 x 2.5 sq. mm. + 1x1.5sqmm (4.1.7) 118 (B) 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. (4.1.14) 119 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles,making connection with GI/Cu purity purity >95%thimble etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 8 SWG G.I. ( Hot Dipped) Wire. (14.6.8) 120 14.2Plate Earthingas per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm. and embodying the pipecomplete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 121 Providing & Fixing of energy efficient direct fit (Retrofit)Polycarbonate/ GlasshousingSMD Mid Power LED tube rod(with integral driver & alumn. heat sink ), on existing fixture.system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum35000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 1200mm , Min. Lumens output 2000 lmLED Tube rod with Polycarbonate Housing. (17.2.2) 122 Providing & Fixing of Street light bracket made out from following size of B class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .20 mm Dia. (18.18.1) 123 P & F 1.2mm thickM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR. (5.9) 124 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Single pole MCB (With B/C curve tripping Characteristics). 6 A to 32 A rating. (6.1.1.2) 125 Providing & Fixing of 240/415 V isolatorISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage,true contact indication,Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting,minimum phase termination capacity of 35sq.mm.IP 20 contact protection and fitted in existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR. Four pole Isolator. 63 A rating. (6.2.3.2) 126 6.10.3.4Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR.Metal door (Three phase) IK-09 and IP-43with Metal end box.12 Way 127 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) includingtesting etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure A attached with this BSR(A) 6.0 Sq. mm 2 core. (11.2.2.1) 128 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminummaterial with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. The luminaireshall be BIS certified and Trade mark certified. Life ExpectancyEqual or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs.Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities forLED fixtures.(LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(A)LED Street Light fixture with Minimum lumen output 11225 lm. (18.12.6) 129 Supply & Fixing of Dry Powder Agent (as per IS 4308:2019), ABC typeFire Extinguisher (Stored Pressure type) conforming to IS:15683:2018 , Powder coated Internal & External Surface Deep drawn cylinder body of Mild Steel CR2 grade conforming to IS: 513, Squeeze grip Forged brass release valve with Inbuilt safety release device, Diaphragm Type, 0 to 28 bar range pressure gauge, 450 mm long EPDM discharge tube, QR code for Product Traceability including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificatefrom OEM / External NABL Accrediated Lab is to be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 6 kg. (24.67.3) 130 Providing & Fixing ofISI marked (IS:371) 6 amp surface type 3 pin ceiling rose with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screws including making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(7.12) 131 Providing & Fixing of ISI marked (IS:1258) batten/angle lampholder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screwsincluding making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(7.13) 132 Providing & Fixing of IS 11037:1984marked non modular socket size flush type 120 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(7.20) 133 Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) (15.7.1) 134 15.11.2Providing & Fixing ofof Double ball bearing, copper wounded capacitor startsingle phase metallicblade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 300 mm sweep 135 Providing & Fixing of IP20, 2x2 LED Surface/ Recessedmounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection(Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 ,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(A) Recessed MountingMinimum lumen output 4200 lm. (17.4.1.3) 136 (B) Surface MoutningMinimum lumen output 4200 lm. (17.4.2.3) 137 Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / SqaureSMD Mid Power LED Downlight with power coated die-cast aluminum housingwith UV Stabilized non yellowish Diffuser withBIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Surface Mounting (with extruded alumn. Housing )(A) Minimumlumen output 650 lm. (17.3.2.1) 138 (B) Minimum lumen output 1300 lm. (17.3.2.2) 139 7.26Providing & Fixing of ding dong/musical chime bell as per PWD specification for electrical Works, including making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 140 7.27.3Providing & Fixing of modular type switch/ bell push duly ISI marked (IS :3854) with CM/L no. printed and made out of unbreakable and fire retardant vergin UV Stabilized Polycarbonatewith brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,minimum width ofswitch toggle( PUSH PART ) should not less then 20mm,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 10 A bell push 141 20.1Supply, Drawing and Testing of 4 pair, 23 AWG Solid Bare Copper wire insulated with PVC, UTP (Unshielded Twisted Pair), Category 6, Class E, 100 Ohm Impedance, Indoor Cable as per latest ammendments of ANSI/TIA/EIA-568 , The copper conductors should be balanced twisted in pairs, seperated by a cross-member fluted pair divider & protected byPVC Jacket. Certified performance in a 4-connector configuration upto 100 Mtrs channel requirements & transmission frequencies up to 250 Mhz. in existing MS/PVC Conduits/casing capping including making connections to Information outlets and Patch Panels with jack &ferruling at both ends for identification with necessary tools for punching, stripping, crimping and testing etc as required complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 142 20.5.1Supply & fixing of square Faceplate for Flush / Surface Mount Information Outlets Single/Dual or Quad Aperture ,material should bePC+ABS body, Suitable for RJ45 unshielded/shielded connection modules. Should match with I. O. OEM. Dimensions should be 86mm X 86mm as required complete in all respect.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Single Aperture 143 20.4.1Supply and Installation of unsheilded/360 degree sheilded Information outlets made of high impact plastic body with ABS, FR Grade halogen free material with provision for protection against dust in jack, suitable for Cat 6/6A application complying to latest ammendments, According. to Cat. 6/6A channel, It should support channel as well as components requirements of Cat.6/6A standards at frequencies of up to 250 to 500 Mhz. Cat 6/6A unshielded/shielded Jack should be suitable to terminate 4 pair, 23/24 AWG solid/stranded wire diameters, using 100 Ohm unshielded/shielded balance twisted pair cable, the jack should have tooless/impact termination on reliable copper tin plated Insulation displacement contact, with easy lock mechanism, It supports IEC 60603-7-4 and complied with ANSI/TIA/EIA 568 C.2 standard. jack should be RJ11,RJ12 & RJ45 compatible. Should support Ethernet 1.2 Gb/s ATM,Digital video and broadband/baseband analog video, Voice over internet protocal (VOIP) Specifications in existing modular/MS Boxes along with necessory connections as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Cat 6, Un-sheilded Information Outlet 144 20.6.2Supply, Installation, Testing and Comissioning of Rack mounted 19 1U, Cat6 24 Port loaded, 1.5-1.6 MM CRS chasis, powder coated, sheet steel, made of plastic (ABS), Modular Patch Panelswith Rear Cable management system and mounting hardware to mount the patch panel. Should have port identification numbers printed/engraved on front of the panel. Etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Modular Patch Panel Loaded with Cat -6A I/O 145 Supply , Installation and Testing of 4 pair, 100 Ohm impedance, Cat 6/6A /Class E/Ea patch cords should be constructed of minimum 23/24 AWG, stranded bare Copper cable with FRPVC/LSZH Jacket, with an enhanced performance by factory moulded RJ45 connectors with strain relief boots as per ANSI/TIA/EIA 568-C.2 suitable for Cat 6/6A application complying to latest ammendments Category 6/6A Standards, According. to TIA568C.2, ISO/IEC 11801, EN 50173, IEC 60603-7-51, EN 60603-7, IEEE 802.3an minimum requirement for 1G BASE-T to 10G BASE-T performance. Patch cords shall be straight thru cable compatible with both T568-A and T568-B wiring schemes, should support IEEE 802.3af / IEEE 802.3at for POE applications, Minimum 750 to 1000 mating cycles in plug contacts for long durability, Should support Ethernet 10GBASE-T, 1.2 Gb/s ATM, Token ring 4/16, Digital video and broadband/baseband analog video, Voice over internet protocal (VOIP).All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Cat 6, U/UTP (Unscreened/Un-sheilded Twisted Pair) Patch Cord(A) 2 Mtr . (20.7.1.3) 146 (B) 3 Mtr (20.7.1.4) 147 20.16.4Supply & Installation of IP-20 & IK-08 , UL ListedWall mounted Double Section Communication enclosure (Rack) made from powder coated (60 to 80 Micron) CRCA sheet, front sturdy sheet steel frame folded from one piece and welded with minimum 5mm toughened glass door,Vertical Mounting Rail 1.6 MM with UMarking , with All round protective channel on the door aperture, lock integrated on front door, top and bottom cover with cable entry provision with gland plates, integrated side walls, 2 pair of 19 angles with wall mounting provision on wall. Accessories like: 1 No of 19 1U Horizontal Cable manager, 1 No of 90 cfm 230V AC Fan with 1 mts long cable, mounting hardware , 1 No of 19 1U, mountable socket strips with 5 nos of 5A universal sockets with 2 mts long power chord for supplying power to switches, fans etc along with earth continuity kit, indicator, moulded power supply cable. fixing on wall with Suitable Anchor fastneretc as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .15 U Rack with Width 600 mm & Depth 400 mm + 100 mm 148 20.18.2Supply , Installation, Testing and Comissioning ofUnmanaged Switch Plug-and-play - easy setup with no configuration or no software needed, following Port fast ethernet - 8 port 10/100 MBPS auto-negotiation RJ45 ports,IEEE 802.3x flow control ,supports auto-MDI/MDIX, eliminating the need for crossover cables including making connection etc as required complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .24 Port 149 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR.(A) 32 mm. (1.4.3) 150 (B) 20 mm. (1.4.1) 151 (2.2.1) Construction of Tube Well from ground level and upto 100 mtr. depthto accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling methodas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost oflowering of casing pipe, but excludes the cost of casingpipe. Nominal bore 200 mm dia. 152 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.Nominal bore 150 mm dia. (P 2.3.1) 153 (B) Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. (P 2.3.4) 154 (E-112/21.2.2.1)Supply & fixing of PVC threaded casing pipes for Tube well (IS 12818:1992) of3mtr. Each for depth up to 1200 ft. Plain and strainer Casing CS for Depth upto 400ft. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . more than400 ft to 1200 ft. Depth 40mm dia 155 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. (P 2.22) 156 (4.8.4)S & F tube well cover of M.S.sheet (6mm thick) with nuts and boltscomplete for casing size:200mm dia Nominal bore 157 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 3 core 6.0 Sq.mm (P 2.19.2) 158 (E-112/21.3.2)Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .16mm (suitable above 50mm & up to 75mm OD pipe) 159 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes. 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) (P 2.11.2) 160 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 200 mm dia nominal bore of 5.4mm thickness. (P 2.12.3) 161 21.6.1.4SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. 3.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM Copper Wound 162 21.13.1.2SITC of ContactorOEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart andmade out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFFpush buttons,ammeter, voltmeter, indicating lamps etc.suitable for following rating motors complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . For single phase Submersible / Monoblockpump. 2.0 HP to 3.0 HP (DOL starter) 163 (R-34/7.16.2.5)Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of high intensity grade sheeting exclusive of lettering, border and signs fixed over aluminium sheeting, 2mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75x75x6mm upto the top of sign board, length of post from bottom of sign board is 2.85m upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and as per MORTH specifications clause 801 Double angle post 120cm x 90cm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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13.
Health and Family Welfare #10164279 Price Bid
Construction Work Of Shc Saleda Kalan District Kota - Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 2 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 3 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 4 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 5 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 6 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings,strap beam, raft, bases of columns etc. 7 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. 8 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 9 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 10 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) 11 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 12 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 13 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) 14 Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 15 Add extra providingand placing in position 2 Nos. ,6mm Ø M.S. barat every thirdcourse of half brick masonry . 16 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 17 Extraforusingsize above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finishedtiles in place of 300mm x 300mm size. 18 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 19 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A: 35 mm thick . Commercial Veneer both side 20 Extra for providing external lipping with 2nd class teak wood battens 6mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over above item 21 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Good quality South Black (Above 3601 cm2) 22 Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Marble work Full Edge moulding 23 Half Edge moulding 24 P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. Size 600mm x 600mm 25 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand)Dark shade using ordinary cement. 26 Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges : Kota stone minimum 30 mm thick. 27 Sand or other approved stone 50mm thick. 28 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick 29 Making grooves as per design in plaster 10mm to 20mm wide. 30 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered surface (three or more coat) 31 Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour completeincluding all scaffolding as per manufacturers specification. Two or more coats on new workincluding prepartion of base with primer, putty, lippy etc complete in all respect. 32 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 33 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 34 Applying priming coat : With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. 35 Random rubble dry stone Kharanja under floor. 36 Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C Cblock 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge Window openable. 37 Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 38 Providing and fixing Square bars or other flat welded to window, ventilatiors etc. 39 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 40 Grading for roof water proofing treatment with: Cement concrete1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) with water proof compound as per manufactures specification. 41 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile C 42 Interlocking Paver Blocks having 80 mm thickness in M-40 grade concreteProviding and Laying 80 mm thick cement concrete blocks of M-40 Grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds(Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick;Having Vibration and pressing action both together withthe help ofmultiple synchronised vibrators.Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing W.B.M.base, as per IS15658:2006 and all materials shall conform to MoRTH Specification Clause 602. 43 P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. 44 P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor 45 P & F water closet Seat Covers with brass hinges complete : -do- White. 46 P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. 47 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal size 48 25 mm nominal size 49 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 15 mm nominal size 50 25 mm nominal size 51 Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 15mm dia nominal bore 52 25mm dia nominal bore 53 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. 54 (-do-) Long body, 15mm nominal bore weight not less than 690 gm 55 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : Brass wt. Not less than 300 gm,15mm. 56 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.---do--- with 37 cm long pipe and nut. 57 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 15mm nominal bore. 58 (-do-) 25mm nominal bore. 59 Construction of Cement Concrete Chamber 125mm dia. Stainless Steel Sheet Grating 60 P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) & 32 mm C.P. brass waste coupling of approved make,25 mm G.I. waste pipe complete including cutting & making good the wall.: Size 550 mm x 400 mm 61 P & F PVC Storage Tank (IS : 12701marked indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:500 litres capacity. 62 Hoisting Charges for each floor : 500 litres capacity. 63 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 110 mm dia 64 75 mm dia 65 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Nahni trap without Jali 4, 110mm dia 66 Bend 87.5Dg.75 mm Dia 67 110 mm Dia 68 Single Tee 75 mm Dia 69 110 mm Dia 70 Socket Plug 75 mm Dia 71 110 mm Dia 72 Single tee with door 75 mm Dia 73 110 mm Dia 74 Vent cowel 75 mm Dia 75 110 mm Dia 76 Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja,50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 230x110x150 cm.(for 20 users) 77 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: Size 240 Cm. dia outside & 240 Cm. depth. 78 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complet Inside size 300 X 300 mm depth upto 0.5 MCement cover with frame. 79 -do- size 450 x 450mm depth upto0.5 M Cement cover with frame 80 Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints150mm dia 81 Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding cost of pipe) 150mm dia S.W. pipe 82 P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor :1.0 mm thick Salem stainless steel AISI -304 kitchen sink of approved make (Nirali, Neel – kanth, Jaina, Faber-Castell )with large waste coupling.22x18x7 20x16x7 83 P&FFlushCock / FlushValve (IS :9758Mark)forWCofapproved quality make : (-do-)exposed 25mm nominal bore. 84 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVCbend as per IS : 7231 . 85 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.Flat Back (large) or half stall size 610x400x80mm. 86 P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm. Makrana `Adanga` or Raj Nagar 1St Quality White or Andhi Indo-Italian marble. 87 P & F C.P. brass Urinal Spreader for stall urinal of approved make. 88 P & F Towel Rail or Ring of approved quality/make: C.P. brass Towel Rail elbow type with concealed screws size 600 mm (Heavy duty). 89 C.P. Brass Towel Ring revolving type 90 P & F Soap Dish or Tray of approved quality/make C.P. brass heavy and superior quality. 91 P & F Looking Mirrors with P.V.C. frame of approved (Atul, ModiGuard , Saint Gobin or equivalent) Size 500x400mm 92 Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200mm –do-. 93 Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. 94 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.200 mm Nominal bore of pipe 95 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia 96 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 97 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. 3.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM Copper Wound 98 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen freefor less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 6.0 Sq.mm 3 core flat / Round 99 Supplying and installation of 32 mm dia G.I. pipe medium class IS 1239marked in 3m length including all accessories and fittings required for installation of hand pump. 100 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR. Short point (up to 3 mtr.) 101 Medium point (up to 6 mtr.) 102 Long point(up to 10 mtr.) 103 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR. On board 104 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 20 mm 105 25 mm 106 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR. 1 x 1.5 sq.mm 107 2 x 2.5 sq. mm. + 1x1.5sqmm 108 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 109 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRSingle pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 110 Double pole MCB(With B/C curve tripping Characteristics) 50/63 A rating 111 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRMetal door (single phase) IK-09 and IP-43 with Metal end box8 Way (8+2) 112 P & F of Industrial plug and socket conforming to IEC 60309-1/2 made out of self extinguishing engineering polymer / polyamide, nickel plated brass sleeve and pins, socket with shutter including making connection etc as reqd. For additional technical parameters of product / work refer Annexure A attached with this BSRIP -67 Panel mounted socket32 A 3 pin(2P+E) 113 Providing & Fixing of modular type 120 W Step Fan regulator duly ISI marked (IS 11037:1984 ) with CM/L no. printedmade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR. 5 step fan regulator 2 Module 360 dgree rotating 114 Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost ofISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification ofWiring accessories refer ChapterE - 07related item & For additional technical parameters of product / work refer Annexure A attached with this BSR 115 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) includingtesting etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure A attached with this BSR10.0 Sq. mm2 core 116 Supplyandinstallationofhigh tensile low carbon steel rod molecularly bonded with 99.9 % Copperthickness (250 microns) andconfirming toUL 467, IS/IEC 62561-2of following size and length and as per point mentioned (a), (b), [c), (d), (e) below :-(a) Bore a hole of dia. 100 mm of required length, Place the rod in the centre of Hole (b)filled with anti corrosiveconductivecompounds with the permanent sealings at both the ends, CPRI/ ERDAtested with RMS capacity of minimum 30 KA for withstanding 1 second .To ensure the moisture content and electrical conductivity, 25 kg for 2000 mm & 50 Kgs for 3000mm of resistance lowering earth enhancement material shall be used as a backfill compound. The compound shall be tested form NABL acredeated labfor lowresistivity ( less than 0.12 Ohm - meter ) & high conductivity in nature with carbon as a major contentas per referance of IS 3043-1987,IEEE 80-2013 (clause 14.5d) , IEEE 837 & IER 1956 with latest amendemnts ( c)Connect the rod with copper Strip/Conductor/Wire with suitable clamp made from tinned copper and SS 304 Bolt(d) Place Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm.(d)Testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book.(e) Test certificatesfor confirming above standards from OEM is mandatory. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 17.2 mm thick and 3 Mtr. Long 117 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles,making connection with GI/Cu purity purity >95%thimble etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 10 SWG tinned copper. Wire 118 Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 119 P & F 1.2mm thickM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 120 Providing & Fixing of Heavy duty capacitor start, copper woundDouble ball bearing900/1400 RPM single phaseExhaustfan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 300 mm sweep(900/1400 RPM) 121 Providing & Fixing of Vertical(BEE 5 star rated) / Horizontal( BEE 3 star rated) storage water heater with outer casing made of Engineering Plastic sheet (Upto 25 Ltr) / Metal rust proof Body (35 & 50 Ltr), Glass - line / Titanium Enamel coated Pressure Pump Compatible 8 bar pressure Inner tank, Glass Line Coated , mineral filled heating element, stem type, snap actionadjustable thermostat , Dual indicating lampsInjected PUF insulation, Multi Function Valve etc. as required held in position with 2/4 no. 10/12 mm anchor Fastener, duly wired with 3 core 2.5/4.0 Sqmm PVC insulated & sheathed copper conductor and 16 A/25A three pin plug top with Portable Residual Current Device ( PRCD ) , including making inlet, outlet Flexible alloyconnection, testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR.15 Ltr. 122 Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminiumhousing with in built driver, System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR.1170mm(+/-10%) LED batten with min. lumen output 2200 lm 123 Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / SqaureSMD Mid Power LED Downlight with power coated die-cast aluminum housingwith UV Stabilized non yellowish Diffuser withBIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Surface Mounting (with extruded alumn. Housing )Minimum lumen output 1950 lm 124 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminummaterial with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. The luminaireshall be BIS certified and Trade mark certified. Life ExpectancyEqual or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs.Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities forLED fixtures.(LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .LED Street Light fixture with Minimum lumen output 7500 lm 125 Providing & Fixing of Street light bracket made out from following size of B class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 25 mm Dia. 126 Supply , Installation, Testing and Comissioning of IS:1475 marked self contained drinking water cooler withhermeticallysealed compressor,non CFC refrigerent suitable for operation on 230V/1pH/50Hz AC supply,Full stainless steel (SS304)body (0.8 mm thick)and tank (0.5 mm thick) , stainless steel water tray,minimum two nosBrass Chrome plated faucets and suitable drainage system complete in all respect with requiredheight MS fabricated and Painted Angle iron frame( Cost of frame to be paid Extra )complete in all respect of the following capacity.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . cooling capacity 40 Ltr./Hr. and storage capacity 80 Ltrs 127 Supply & Fixing of Dry Powder Agent (as per IS 4308:2019), ABC typeFire Extinguisher (Stored Pressure type) conforming to IS:15683:2018 , Powder coated Internal & External Surface Deep drawn cylinder body of Mild Steel CR2 grade conforming to IS: 513, Squeeze grip Forged brass release valve with Inbuilt safety release device, Diaphragm Type, 0 to 28 bar range pressure gauge, 450 mm long EPDM discharge tube, QR code for Product Traceability including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificatefrom OEM / External NABL Accrediated Lab is to be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR. 4 kg
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
14.
Health and Family Welfare #10164275 Price Bid
Construction Work Of Shc Goyanda District Kota - Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 2 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 3 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 4 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 5 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 6 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings,strap beam, raft, bases of columns etc. 7 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. 8 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 9 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 10 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) 11 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 12 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 13 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) 14 Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 15 Add extra providingand placing in position 2 Nos. ,6mm Ø M.S. barat every thirdcourse of half brick masonry . 16 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 17 Extraforusingsize above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finishedtiles in place of 300mm x 300mm size. 18 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 19 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A: 35 mm thick . Commercial Veneer both side 20 Extra for providing external lipping with 2nd class teak wood battens 6mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over above item 21 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Good quality South Black (Above 3601 cm2) 22 Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Marble work Full Edge moulding 23 Half Edge moulding 24 P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. Size 600mm x 600mm 25 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand)Dark shade using ordinary cement. 26 Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges : Kota stone minimum 30 mm thick. 27 Sand or other approved stone 50mm thick. 28 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick 29 Making grooves as per design in plaster 10mm to 20mm wide. 30 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered surface (three or more coat) 31 Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour completeincluding all scaffolding as per manufacturers specification. Two or more coats on new workincluding prepartion of base with primer, putty, lippy etc complete in all respect. 32 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 33 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 34 Applying priming coat : With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. 35 Random rubble dry stone Kharanja under floor. 36 Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C Cblock 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge Window openable. 37 Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 38 Providing and fixing Square bars or other flat welded to window, ventilatiors etc. 39 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 40 Grading for roof water proofing treatment with: Cement concrete1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) with water proof compound as per manufactures specification. 41 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile C 42 Interlocking Paver Blocks having 80 mm thickness in M-40 grade concreteProviding and Laying 80 mm thick cement concrete blocks of M-40 Grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds(Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick;Having Vibration and pressing action both together withthe help ofmultiple synchronised vibrators.Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing W.B.M.base, as per IS15658:2006 and all materials shall conform to MoRTH Specification Clause 602. 43 P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. 44 P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor 45 P & F water closet Seat Covers with brass hinges complete : -do- White. 46 P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. 47 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal size 48 25 mm nominal size 49 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 15 mm nominal size 50 25 mm nominal size 51 Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 15mm dia nominal bore 52 25mm dia nominal bore 53 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. 54 (-do-) Long body, 15mm nominal bore weight not less than 690 gm 55 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : Brass wt. Not less than 300 gm,15mm. 56 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.---do--- with 37 cm long pipe and nut. 57 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 15mm nominal bore. 58 (-do-) 25mm nominal bore. 59 Construction of Cement Concrete Chamber 125mm dia. Stainless Steel Sheet Grating 60 P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) & 32 mm C.P. brass waste coupling of approved make,25 mm G.I. waste pipe complete including cutting & making good the wall.: Size 550 mm x 400 mm 61 P & F PVC Storage Tank (IS : 12701marked indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:500 litres capacity. 62 Hoisting Charges for each floor : 500 litres capacity. 63 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 110 mm dia 64 75 mm dia 65 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Nahni trap without Jali 4, 110mm dia 66 Bend 87.5Dg.75 mm Dia 67 110 mm Dia 68 Single Tee 75 mm Dia 69 110 mm Dia 70 Socket Plug 75 mm Dia 71 110 mm Dia 72 Single tee with door 75 mm Dia 73 110 mm Dia 74 Vent cowel 75 mm Dia 75 110 mm Dia 76 Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja,50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 230x110x150 cm.(for 20 users) 77 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: Size 240 Cm. dia outside & 240 Cm. depth. 78 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complet Inside size 300 X 300 mm depth upto 0.5 MCement cover with frame. 79 -do- size 450 x 450mm depth upto0.5 M Cement cover with frame 80 Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints150mm dia 81 Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding cost of pipe) 150mm dia S.W. pipe 82 P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor :1.0 mm thick Salem stainless steel AISI -304 kitchen sink of approved make (Nirali, Neel – kanth, Jaina, Faber-Castell )with large waste coupling.22x18x7 20x16x7 83 P&FFlushCock / FlushValve (IS :9758Mark)forWCofapproved quality make : (-do-)exposed 25mm nominal bore. 84 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVCbend as per IS : 7231 . 85 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.Flat Back (large) or half stall size 610x400x80mm. 86 P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm. Makrana `Adanga` or Raj Nagar 1St Quality White or Andhi Indo-Italian marble. 87 P & F C.P. brass Urinal Spreader for stall urinal of approved make. 88 P & F Towel Rail or Ring of approved quality/make: C.P. brass Towel Rail elbow type with concealed screws size 600 mm (Heavy duty). 89 C.P. Brass Towel Ring revolving type 90 P & F Soap Dish or Tray of approved quality/make C.P. brass heavy and superior quality. 91 P & F Looking Mirrors with P.V.C. frame of approved (Atul, ModiGuard , Saint Gobin or equivalent) Size 500x400mm 92 Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200mm –do-. 93 Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. 94 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.200 mm Nominal bore of pipe 95 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia 96 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 97 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. 3.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM Copper Wound 98 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen freefor less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 6.0 Sq.mm 3 core flat / Round 99 Supplying and installation of 32 mm dia G.I. pipe medium class IS 1239marked in 3m length including all accessories and fittings required for installation of hand pump. 100 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR. Short point (up to 3 mtr.) 101 Medium point (up to 6 mtr.) 102 Long point(up to 10 mtr.) 103 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR. On board 104 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 20 mm 105 25 mm 106 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR. 1 x 1.5 sq.mm 107 2 x 2.5 sq. mm. + 1x1.5sqmm 108 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 109 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRSingle pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 110 Double pole MCB(With B/C curve tripping Characteristics) 50/63 A rating 111 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRMetal door (single phase) IK-09 and IP-43 with Metal end box8 Way (8+2) 112 P & F of Industrial plug and socket conforming to IEC 60309-1/2 made out of self extinguishing engineering polymer / polyamide, nickel plated brass sleeve and pins, socket with shutter including making connection etc as reqd. For additional technical parameters of product / work refer Annexure A attached with this BSRIP -67 Panel mounted socket32 A 3 pin(2P+E) 113 Providing & Fixing of modular type 120 W Step Fan regulator duly ISI marked (IS 11037:1984 ) with CM/L no. printedmade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR. 5 step fan regulator 2 Module 360 dgree rotating 114 Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost ofISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification ofWiring accessories refer ChapterE - 07related item & For additional technical parameters of product / work refer Annexure A attached with this BSR 115 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) includingtesting etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure A attached with this BSR10.0 Sq. mm2 core 116 Supplyandinstallationofhigh tensile low carbon steel rod molecularly bonded with 99.9 % Copperthickness (250 microns) andconfirming toUL 467, IS/IEC 62561-2of following size and length and as per point mentioned (a), (b), [c), (d), (e) below :-(a) Bore a hole of dia. 100 mm of required length, Place the rod in the centre of Hole (b)filled with anti corrosiveconductivecompounds with the permanent sealings at both the ends, CPRI/ ERDAtested with RMS capacity of minimum 30 KA for withstanding 1 second .To ensure the moisture content and electrical conductivity, 25 kg for 2000 mm & 50 Kgs for 3000mm of resistance lowering earth enhancement material shall be used as a backfill compound. The compound shall be tested form NABL acredeated labfor lowresistivity ( less than 0.12 Ohm - meter ) & high conductivity in nature with carbon as a major contentas per referance of IS 3043-1987,IEEE 80-2013 (clause 14.5d) , IEEE 837 & IER 1956 with latest amendemnts ( c)Connect the rod with copper Strip/Conductor/Wire with suitable clamp made from tinned copper and SS 304 Bolt(d) Place Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm.(d)Testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book.(e) Test certificatesfor confirming above standards from OEM is mandatory. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 17.2 mm thick and 3 Mtr. Long 117 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles,making connection with GI/Cu purity purity >95%thimble etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 10 SWG tinned copper. Wire 118 Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 119 P & F 1.2mm thickM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 120 Providing & Fixing of Heavy duty capacitor start, copper woundDouble ball bearing900/1400 RPM single phaseExhaustfan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 300 mm sweep(900/1400 RPM) 121 Providing & Fixing of Vertical(BEE 5 star rated) / Horizontal( BEE 3 star rated) storage water heater with outer casing made of Engineering Plastic sheet (Upto 25 Ltr) / Metal rust proof Body (35 & 50 Ltr), Glass - line / Titanium Enamel coated Pressure Pump Compatible 8 bar pressure Inner tank, Glass Line Coated , mineral filled heating element, stem type, snap actionadjustable thermostat , Dual indicating lampsInjected PUF insulation, Multi Function Valve etc. as required held in position with 2/4 no. 10/12 mm anchor Fastener, duly wired with 3 core 2.5/4.0 Sqmm PVC insulated & sheathed copper conductor and 16 A/25A three pin plug top with Portable Residual Current Device ( PRCD ) , including making inlet, outlet Flexible alloyconnection, testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR.15 Ltr. 122 Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminiumhousing with in built driver, System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR.1170mm(+/-10%) LED batten with min. lumen output 2200 lm 123 Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / SqaureSMD Mid Power LED Downlight with power coated die-cast aluminum housingwith UV Stabilized non yellowish Diffuser withBIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Surface Mounting (with extruded alumn. Housing )Minimum lumen output 1950 lm 124 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminummaterial with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. The luminaireshall be BIS certified and Trade mark certified. Life ExpectancyEqual or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs.Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities forLED fixtures.(LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .LED Street Light fixture with Minimum lumen output 7500 lm 125 Providing & Fixing of Street light bracket made out from following size of B class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 25 mm Dia. 126 Supply , Installation, Testing and Comissioning of IS:1475 marked self contained drinking water cooler withhermeticallysealed compressor,non CFC refrigerent suitable for operation on 230V/1pH/50Hz AC supply,Full stainless steel (SS304)body (0.8 mm thick)and tank (0.5 mm thick) , stainless steel water tray,minimum two nosBrass Chrome plated faucets and suitable drainage system complete in all respect with requiredheight MS fabricated and Painted Angle iron frame( Cost of frame to be paid Extra )complete in all respect of the following capacity.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . cooling capacity 40 Ltr./Hr. and storage capacity 80 Ltrs 127 Supply & Fixing of Dry Powder Agent (as per IS 4308:2019), ABC typeFire Extinguisher (Stored Pressure type) conforming to IS:15683:2018 , Powder coated Internal & External Surface Deep drawn cylinder body of Mild Steel CR2 grade conforming to IS: 513, Squeeze grip Forged brass release valve with Inbuilt safety release device, Diaphragm Type, 0 to 28 bar range pressure gauge, 450 mm long EPDM discharge tube, QR code for Product Traceability including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificatefrom OEM / External NABL Accrediated Lab is to be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR. 4 kg
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
15.
Public Administrative Department #10136353 Price Bid
Material Supply To Gp Manchal -Ghadhla / Kankar / Jhajhrha / Mud Masala , Lime , Cement , Fine Aggregate , Fly Ash , Sand / Gravel , Grit Stone / Brick , Stone Pattiya , Precast Tiles , Vitrified , Cement Interlocking Wood With Fitting , Iron , Structural Steel , Winding Wire , Iron Girder , Barbed Wire , Iron Net , Glass Color Paint , Modular Socket Outlet , Enamel Paint ., Bitumen Tax Board , G I Sheet , Sheet , Pipe , Road Roller , Truck , Vehicle Hiring , Compressor , Dumper , Tractor With Scraper , Ghisai Machine Operator , Cultivator , Manpower Services , Rolling Shutter, Ferro Cover , Tiles , Stone , Kerb Stone , Pipe , Putti , , Varnish , Flange , G I Band , Sluice Valve , Submersible Pump Set , Sing Phase Head , Handpump , Connecting Rods , Fly Ash Brick , Ordinary Soil , Hard Soil , Disintegrated Rocks Etc 68 Up To 1.5 M Length, Minimum 40Mm Thick 69 1.5 M To 2.40 M Length, Minimum 50Mm Thick 70 2.4 M To 3.0 M Length, Minimum 65Mm Thick 71 Above 3.0 M Length, Minimum 75Mm Thick 72 Precast Tiles / Blocks 73 Glazed Size-30X45 Cm 74 Mosaic Size-40Mm Thick 75 Vitrified Size-60X60 Cm 76 Interlock Tiles / Brick / Block For Road Work 77 Cement Interlocking Block M-30Grade, 60Mm Thick 78 Cement Interlocking Block M-30Grade, 80Mm Thick 79 Cement Interlocking Block M-30Grade, 100Mm Thick 199 Compressor 200 Hydrolic Excavater / Jcb ( Bucket Capacity 0.4Cum ) 210 Construction Of Tubewell 200Mm Dia From Ground Levels And Up To 150Mtr Depth And Above To Accommodate Housing And Assembly Pipe In All Type Of Alluvium Strata, Unconsolidated Formation Such As Pebbles, Bouldersetc By Percussion / Rotary Drilling Method Having Minimum Bore Size Of 445 Mm And With Gravel And Packing As Per Is:2800 ( Part-1& Part-Ii ) 1979 As Amended Up To Date. With Supply Of Bail Plug If Necessary. The Work Will Not Include Cost Of Housing Pipe And Stainer Pipe Assembly Cost, Gravel And Development Work. Work Would Be Deemed Completed Only After Obtaining Sand Free Water During Pumping 211 Construction Of Tubewell 150Mm Dia From Ground Levels And Up To 150Mtr Depth And Above To Accommodate Housing And Assembly Pipe In All Type Of Alluvium Strata, Unconsolidated Formation Such As Pebbles, Bouldersetc By Percussion / Rotary Drilling Method Having Minimum Bore Size Of 445 Mm And With Gravel And Packing As Per Is:2800 ( Part-1& Part-Ii ) 1979 As Amended Up To Date. With Supply Of Bail Plug If Necessary. The Work Will Not Include Cost Of Housing Pipe And Stainer Pipe Assembly Cost, Gravel And Development Work. Work Would Be Deemed Completed Only After Obtaining Sand Free Water During Pumping 212 Supply Of Erw Ms Black Casing Pipe Of 1500Mm Nominal Bore &5.4Mm Thickness Conforming Is:4270 / 2001 Of Grade Fe410
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Rajasthan View Result →
16.
Public Administrative Department #10131078 Price Bid
Tender For Hundpump Tubewell Work , Construction Of Tube Well From Ground Level & Up To 100 Mtr Depth To Accommodate Housing And Assembly Pipe Of Following Sizes In All Type Of Alluvium Strataunconsolidated Formation Such As Pebbles, Boulders Etc. By Percussion / Rotary Drilling Method As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications, With Gravel As Per Is:4097-1967 And Its Packing As Per Is: 2800 ( Part I & Ii ) 1979 As Amended Up To Date ( The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes With Supply And Wrapping Of Coir-Rope, Wherever Necessary For Arresting Fine Sand Particles And Development Work, But Excluding The Cost Of Housing And Strainer Pipe Assembly ) . The Work Would Be Completed After Obtaining Sand Free Water. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Nominal Bore 250 Mm Dia. , Add 15% Extra On Depth More Than 100 Mtr For Drilling Beyond 100 Mtr Depth From Ground Level. , Construction Of Tube Well From Ground Level And Upto 100 Mtr. Depthto Accommodate Housing And Assembly Pipe In All Type Of Alluvium Strata, Unconsolidated Formation Such As Pebbles, Boulders Etc. By Percussion / Rotary Drilling Methodas Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications For Removal Of Overburden. The Work Includes The Cost Oflowering Of Casing Pipe, But Excludes The Cost Of Casingpipe. , Nominal Bore 200 Mm Dia. , Nominal Bore 250 Mm Dia. , Add 15% Extra On Depth More Than 100 Mtr For Drilling Beyond 100 Mtr Depth From Ground Level. , Construction Of Tube Well After Completion Of Drilling By Rotary Method & Upto 150 Mtr. Depthin All Type Of Rocks By Dth Systemas Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Workshall Be Deemed Completed Only After Obtaining Sand Free Water. The Bore Well Should Have A Throughout Nominal Size Bore Beyond Casing Pipe. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Add 15% Extra On Depth More Than 150 Mtr For Drilling Beyond 150 Mtr Depth From Ground Level. , Construction Of Tube Well Up To 150 Mtr. Depthin All Type Of Rocks By Dth System & Over Burden To Accommodate Casing Pipe Of Following Sizes In All Types Of Soil & Over Burden Including Lowering Of Casing Pipe, ( If Required ) Excluding Cost Of Casing Pipe, As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Through Out Bore As Per Nominal Dia Of Casing Pipe. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Add 15% Extra On Depth More Than 150 Mtr For Drilling Beyond 150 Mtr Depth. , Construction Of Tube Well From Ground Level And Upto 100 Mtr. Depth And Above Of Following Sizes In All Types Of Soils In Alluvium Strata, Unconsolidated Formation Such As Pebbles, Boulders Etc. By Bailing Method And Without Gravel Packing As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Includes Formation Of Cavity At Bottom By Development With Appropriate Air Compressor Or Bailer Pumping And Also Lowering Of Casing Pipe But Excluding Cost Of The Casing Pipe.The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe.The Work Would Be Completed After Obtaining Sand Free Water. , Nominal Bore 125 Mm Dia. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Construction Of Tube Well From Ground Level And Up To 100 Mtr Depth And Above To Accommodate Housing Assembly Pipe In All Type Of Unconsolidated Formation Such As Pebbles, Boulders, Collapsible Formation Etc. By Odex Drilling Method As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Will Include Lowering Of Housingand Strainer Pipe Assembly And Casing Shoe Incuding Cost Of Casing Shoe, But Excluding Cost Of The Casing Pipe. The Work Would Be Completed Afterobtaining Sand Free Water. , Nominal Bore 125 Mm Dia. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Deepening Of Existing Tube Well By Dth System Beyond Existing Depth Upto 100 Mtr. And Above In All Type Of Rocks Including Flushing Of Tube Well And Obtaining Sand Free Water. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Testing Verticality Of Tube Well By Plumbing System And Yield Test And Draw Down Test By Pumping System As Per Is : 2800 ( Part – Ii ) – 1979 Or As Amended Up To Date. , Supplying & Packingp-Gravel Suitable For Slot Size / Mesh Size As Suggested In Is 2800 ( Part-1 ) 1991 Or As Amended Up To Date. , Development Of Tube Well As Per Is: 11189- 1985 And Is: 2800 ( Part- I ) - 1991 ( Both Amended Up To Date ) Using Suitable Compressor To Give Sand Free Water For Required Yield Of The Gravel Packed Tube Well. , Supply Of Erw M.S. Black Casing Pipe Isi Marked ( Is: 4270 / 2001 ) Or Amended Up To Date Offollowing Sizes , 150 Mm Dia Nb ( Thickness Of Pipe 5.0 Mm & Mass Of Tube 20.13 Kg / M ) , 200 Mm Dia Nb ( Thickness Of Pipe 5.4Mm & Mass Of Tube 28.46 Kg / M ) , 250 Mm Dia Nb ( Thicknee Of Pipe 7.1 Mm & Mass Of Tube 46.57 Kg / M ) , Labour Charges For Making Slots On Blank Pipes Made Of Erw Ms Black Pipe Of Following Sizes, The Slotting Should Be As Per Is:8110-1985 Or As Amended Up To Date. , 125 Mm Dia Nominal Bore.Of 4.8 Mm Thickness , 150 Mm Dia Nominal Bore.Of 4.8 Mm Thickness , 200 Mm Dia Nominal Bore.Of 5.4 Mm Thickness , 250 Mm Dia Nominal Bore.Of 7.1 Mm Thickness , Providing & Laying Isi Marked Gi Pipe Light Duty ( “A” Class ) As Peris: 1239For Casing Pipe For Submersible Cable External Work 40 Mm Dia Complete In All Respect. , Supply & Installation Of Single Phase Isi Marked Submersible Motor Pump Set Of Five Star Rating By Bee And As Per Is: 8034-2018 ( Pump ) And Is 9283-2013 ( Motor ) Or As Amended Up To Date Of Approved Make Of Following Duty Condition With Required Accessories Including Making Connection Suitable For Tube Well / Dcb. The Job Includes Lowering Of Motor Pump, Installation Of Complete Fitting & Accessories, Jointing Of Electrical Cables Up To Switch Board, Testing Of Submersible Pump Set And Interconnection Up To Water Mains, Complete In All Respect. , Up To 2.0 Kw , Above 2.0 Kw , Supply & Installation Of 3 Phase Isi Marked Submersible Motor Pump Set Offive Star Rating By Bee And As Per Is: 8034-2018 ( Pump ) And Is 9283-2013 ( Motor ) Or As Amended Up To Date Of Approved Make Of Following Duty Condition With Required Accessories Including Making Connection Suitable For Tube Well / Dcb. The Job Includes Lowering Of Motor Pump, Installation Of Complete Fitting & Accessories, Jointing Of Electrical Cables Up To Switch Board, Testing Of Submersible Pump Set And Interconnection Up To Water Mains, Complete In All Respect. , Up To 5.5 Kw ( 7.5 Hp ) & Head Above 120 Mtr. , Up To 5.5 Kw ( 7.5 Hp ) & Head Above 120 Mtr. , 7.5 Kw ( 10 Hp ) & Head Up To 120 Mtr. , 7.5 Kw ( 10 Hp ) & Head Above 120 Mtr. , 9.3 Kw ( 12.5 Hp ) & Head Up To 120 Mtr. , 9.3Kw ( 12.5 Hp ) & Head Above 120 Mtr. , 11 Kw ( 15 Hp ) & Head Up To 120 Mtr. , 11 Kw ( 15 Hp ) & Head Above 120 Mtr. , 13 Kw ( 17.5 Hp ) & Head Up To 120 Mtr. , 13 Kw ( 17.5 Hp ) & Head Above 120 Mtr. , 15 Kw ( 20 Hp ) And Above, Head Up To 120 Mtr. , 15 Kw ( 20 Hp ) And Above, Head Above 120 Mtr. , Supply And Fixing Of Electric Feeder Panel ( Having Projected Canopy ) For Submersible Pump Set Single Phase Upto 3 Hp, Comprising Of Dol Starter, Mcb, Indicating Light, Ammeter, Volt Meter, Connection Plate, Condensers Of Approved Make And The Panel Enclosure Should Be Made Out From 18 Guage M.S. Sheet With Powder Coating. Panel Size - Height 600 Mm, Width 500 Mm And Depth 250 Mm With Stand ( Made Of Angle Iron Of Size 35X35x5mm ) Duly Bolted / Screwed With Enclosure Box Having 4 Legs, Each Leg’S Length 18 And Double Door Including In Built Locking System.The Legs Should Be Embedded In M-15 Cement Concrete Platform.The Size Of Cc Platform Should Be Equal Or Bigger Than The Base Size Of Panel Having Height Of At Least 200 Mm From Ground Level. The Operation Of Panel Should Be Suitable For240 Volt Ac Supply. , Supply And Fixing Of Electric Control Feeder Panel Comprising Of Suitable Rating Mccb, Dol Starter, Overload Relay, Ampere Meter, Volt Meter, Phase Preventer, Phase Indicators, Lighting Arrangement Etc Complete Suitable For Three Phase Pump Set. The Panel Should Have Space For Energy Meter ( Supplied By Discom ) . All These Equipments Shall Be Housed By Panel Box Made Out From 18 Guage M.S. Sheet With Powder Coating. Panel Should Be Ofminimum Size 900 X 600 X 300Mm With Stand ( Made Of Angle Iron Of Size 35X35x5mm ) Duly Bolted / Screwed With Enclosure Box Having 4 Legs, Each Leg’S Length 18 And Double Door Including In Built Locking System.The Legs Should Be Embedded In M-15 Cement Concrete Platform.The Size Of Cc Platform Should Be Equal Or Bigger Than The Base Size Of Panel Having Height Of At Least 200 Mm From Ground Level.The Panel Should Have Opening Of Suitable Size In Front Of Space For Energy Meter With Glass For Meter Reading. The Operation Of Panel Should Be Suitable For440 Volt Ac Supply. , Up To 5.00 Hp , Supply And Fixing Of Electric Control Feeder Panel Comprising Of Suitable Rating Mccb , Fully Automatic Star-Delta Starter, Over Load Relay, Ampere Meter With Cts, Volt Meter, Phase Preventor, Suitable Starting Capacitors, Phase Indicators, Lighting Arrangement Etc Complete Suitable For Three Phase Pump Set. The Panel Should Have Space For Energy Meter ( Supplied By Discom ) .All These Equipments Shall Be Housed By Panel Box Made Out From 18 Guage M.S. Sheet With Powder Coating. Panel Should Be Ofminimum Size 900 X 600 X 450 Mm With Stand ( Made Of Angle Iron Of Size 35X35x5mm ) Duly Bolted / Screwed With Enclosure Box Having 4 Legs, Each Leg’S Length 18 And Double Door Including In Built Locking System.The Legs Should Be Embedded In M-15 Cement Concrete Plat Form.The Size Of Cc Plateform Should Be Equal Or Bigger Than The Base Size Of Panel Having Height Of At Least 200 Mm From Ground Level. The Panel Should Have Opening Of Suitable Size In Front Of Space For Energy Meter With Glass For Meter Reading. The Operation Of Panel Should Be Suitable For440 Volt Ac Supply. , Above 5 Hp And Up To 10 Hp , Above 10 Hp And Up To 15 Hp , Above 15 Hp , Supply & Fixing Of Isi Marked Three Core Pvc Flat Submersible Cableas Per Is 694:1990 Or Amended Up To Date And Conductor As Per Class 5 Of Is 8130:1980Including Making Connection Etc. , 3 Core 4.0 Sq.Mm , 3 Core 6.0 Sq.Mm , 3 Core 10.0 Sq.Mm , 3 Core 16.0 Sq.Mm , Supply & Fixing Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. , 10 Sq.Mm, 4 Core , 16 Sq.Mm, 4 Core , 25 Sq.Mm, 3.5 Core , 35.0 Sq.Mm, 3.5 Core , Plate Earthing As Per Is:3043 With G.I. Earth Plate Of Size 600Mm X 600Mm X 6.0Mm By Embodying3 To 4 Mtr. Below The Ground Level With 20 Mm Dia. G.I. B Class Watering Pipe Including All Accessories Like Nut, Bolts, Reducer , Nipple, Wire Meshed Funnel, And C.C.Finished Chamber Covered With Hinged Type With Locking Arrangement C.I. Cover, C.I. Frame Of Size 300Mm X 300Mm Complete With Alternate Layers Of Salt And Coke / Charcoal, Testing Of Earth Resistance As Required. , Supply & Fixing M S Clamp Set Of 50X6 Mm Flat From Iron With Nuts And Bolts Etc For Holding The Riser Pipe Assembly Of Submersible Pump Set. , Supply & Fixing Tube Well Coverof Ms Sheet 8Mm Thick At Top & 5Mm Thick 100Mm Wide Shroud Around The Edge So As To Form A Cap On The Top End Of Casing Pipe With Gi Nipple 45Cm Long & Two Gi Flanges At Both Ends In 80Mm Sizes Passing Through A Hole In The Centre Of Ms Sheet. A 25 Mm Socket With End Plug Shall Also Be Welded Over Top Plate. A Gi Nipple Having Outside Thread Of Size 1 / 2 ( For Installation Pressure Gauge ) Shall Be Provided & Welded With 80Mm Gi Nipple Near Top Plate Nipple Shall Be Provided With End Plug. , 125 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , Providing & Lowering In Tubewell Isi Marked Gi Pipe “B ( Medium ) Class As Per Is:1239 Part I 2004 Or Amended Up To Date, Threaded And Double Flanged ( Welded ) On Both Ends And Two Number25x3mm Ms Flat Welded On Both Ends Between Pipe & Flange, Rubber Washer & Nut Bolts Etc. Complete In All Respect. , 32 Mm Dia , 50 Mm Dia , 65 Mm Dia , 80 Mm Dia , Providing & Lowering In Tubewell Isi Marked Hdpe Pipe As Per Is 4984:1995 Or Amended Upto Date In Pe 80 Grade And Class Pn 10 Of Following Dia. Including Hdpe / Gi Fittings And Pvc Rope Confirming To Is 5175:1992 Or Amended Upto Date, Along With Clamping Of Submersible Cable Etc. Complete In All Respect. , 40 Mm Dia , 50 Mm Dia , 63 Mm Dia , 75 Mm Dia , 90 Mm Dia , Providing, Installing, Testing And Commissioning Of Double Flanged Bulk Flow Meter With Removable Mechanism, Of Class B Conforming To Iso 4064 / 1 Or Amended Upto Date Of Approved Make Including Cost Of All Material Andlabouras Per Specifications With Gi Box ( Sheet 16 Swg ) Suitable With Locking Arrangement Of Following Dia. , 50 Mm Dia , 65 Mm Dia , 80 Mm Dia , Providing & Fixing Pump Safety Cage As Per Specifications Or As Directed By Engineer In Charge. , Providing And Fixing Of Isi Marked Pvc Storage Tank Of Following Capacityas Per Is: 12701-1989 ( Of Approved Make ) With Cover, 25 Mm Dia. 1 Mtr Long Gi Overflow Pipe, 25 Cm Long 25 Mm Dia Washout Gi Pipe With Plug & Socket, Including P&F 32 Mm Dia Ball Cock ( Float Valve ) Is 1703 Marked With Rod And Pvc Ball Complete With Brass Weight 1000 Gm, Including P&F 15Mm Dia Ci Quarter Turn Heavy Duty Bib Cocks Four Nos Of Superior Quality And Approved Make, Including Interconnections Complete Job. , 1000 Litres Capacity , 2000 Litres Capacity , Fabrication & Fixing M.S.Stand Of Specified Class Of Angle Iron L-Shaped Of 50 Mm Size With Four Legs Grouted By 300*300*300 Mm Cc Block M-15 In The Ground And All Legs Tied Up With Each Other Through Same Size Of Angle Iron Along With Cross Bars To Support The Bottom Of 1000 Ltr. / 2000 Ltr. Pvc Tank Complete In All Respect. , Providing & Fixing Of Double Flanged, Ci Body, Isi Marked Nrv Of Approved Make Of Following Sizes , 65 Mm Dia , 80 Mm Dia , Proving And Fixing 32 Mm Dia Full Way Valve Or Wheel Valve As Per Is:778 Or Amended Up To Date Of Approved Make, On Pump Delivery Pipe. , Supplying & Installing 100 Mm Diameter Sealed Diaphragm Bourdon Type Pressure Gauge Of Range 0 To 10 Kg.Including All Jointing Material As Per Specification With Safety Cover. , Construction Of Bore Hole For Shallow Depth Tube Well From Ground Level To Required Depth For Following Size For All Type Of Relevant Strata By Percussion / Rotary Drilling / Hand Boring Method Excluding Cost Of Casing Pipe. Thebore Hole Should Be As Per Nominal Bore Of Pvc Casing Pipe. The Work Will Be Complete After Obtaining Sand Free Water. , Providing And Lowering Of Isi Mark Pvc-U Casing And Screen Pipe As Per Is : 12818 : 2010 Or Amended Upto Date Having Pipe Thickness As Per Is Code Suitable For Tw And Dcb With Threading , Winding With Superior Quality Of Plastic Mesh & Rope In Three Layers With End Cap Complete As Per Technical Specification And Direction Of Engineer In Charge. , Shallow Well Casing Pipe ( Cs ) Suitable For Depth Up To 80 Mtr. , 150 Mm Nominal Dia ( Internal Dia ) . , 200 Mm Nominal Dia ( Internal Dia ) . , 250 Mm Nominal Dia ( Internal Dia ) . , Medium Well Casing Pipe ( Cm ) Suitable For Depth Above 80 Mtr And Up To 250 Mtr. , 100 Mm Nominal Dia ( Internal Dia ) . , 125 Mm Nominal Dia ( Internal Dia ) . , 150 Mm Nominal Dia ( Internal Dia ) . , 200 Mm Nominal Dia ( Internal Dia ) . , 250 Mm Nominal Dia ( Internal Dia ) . , Supply Of Isi Mark Ac Pressure Pipe Class 15 Manufactured By Mazza Process As Per Is:1592-2003 Or Amended Upto Date, For Casing Of Tube Wellfor Following Dia Nominal Bore, With Jointing Material Pvc Coupler As Per Technical Specification And Direction Of Engineer In Charge. , 125 Mm Nominal Dia , 150 Mm Nominal Dia , 200 Mm Nominal Dia , 250 Mm Nominal Dia , 300 Mm Nominal Dia , Making Slots Of Hole Size And Nos. As Directed By Eic In Ac Pressure Pipe Class 15 As Per Technical Specification For Using Slotted Pipe In Tw Casing. , Construction Of Tube Well From Ground Level & Up To 100 Mtr Depth To Accommodate Housing And Assembly Pipe Of Following Sizes In All Type Of Alluvium Strataunconsolidated Formation Such As Pebbles, Boulders Etc. By Percussion / Rotary Drilling Method As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications, With Gravel As Per Is:4097-1967 And Its Packing As Per Is: 2800 ( Part I & Ii ) 1979 As Amended Up To Date ( The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes With Supply And Wrapping Of Coir-Rope, Wherever Necessary For Arresting Fine Sand Particles And Development Work, But Excluding The Cost Of Housing And Strainer Pipe Assembly ) . The Work Would Be Completed After Obtaining Sand Free Water. , Nominal Bore 125 Mm Dia. , Add 15% Extra On Above Item For Drilling Depth Beyond 100 Mtr, If Depth Of Bore Is More Than 100 Mtr. , Construction Of Tube Well Up To 100 Mtr. Depthin All Type Of Rocks By Dth System & Over Burden To Accommodate Casing Pipe Of Following Sizes In All Type Of Soils & Over Burden Including Lowering Of Casing Pipes, ( If Required ) Excluding Cost Of Casing Pipes, As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe. , Nominal Bore 125 Mm Dia. , Nominal Bore 125 Mm Dia. , Add 15% Extra On Above Item For Drilling Depth Beyond 100 Mtr, If Depth Of Bore Is More Than 100 Mtr. , Construction Of Tube Well From Ground Level And Upto 100 Mtr. Depth And Above Of Following Sizes In All Types Of Soils In Alluvium Strata, Unconsolidated Formation Such As Pebbles, Boulders Etc. By Bailing Method And Without Gravel Packing As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Includes Formation Of Cavity At Bottom By Development With Appropriate Air Compressor Or Bailer Pumping And Also Lowering Of Casing Pipe But Excluding Cost Of The Casing Pipe.The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe.The Work Would Be Completed After Obtaining Sand Free Water. , Nominal Bore 100 Mm Dia. , Nominal Bore 125 Mm Dia. , Supply Ofm.S. Black Casing Pipe Isi Marked As Per Is: 1239 ( Part 1: 2004 ) Or Amended Up To Date Offollowing Sizes: , 100 Mm Dia Nb ( Thickness Of Pipe 4.8 Mm & Mass Of Tube 16.40 Kg / M ) , 125 Mm Dia Nb ( Thickness Of Pipe 4.8 Mm & Mass Of Tube 16.40 Kg / M ) , Providing And Lowering Of Isi Mark Medium Wellpvc-U Casing And Screen Pipe ( Cm ) As Per Is : 12818 : 2010 Or Amended Upto Date Having Pipe Thickness As Per Is Code Suitable For Bore Well With Threading , Winding With Superior Quality Of Plastic Mesh & Rope In Three Layers With End Cap Complete As Per Technical Specification And Direction Of Engineer In Charge. , 100 Mm Nominal Dia ( Internal Dia ) . , 125 Mm Nominal Dia ( Internal Dia ) . , Labour Charges For Making Slots On Blank Pipes Made Of Erw Ms Black Pipe Isi Marked Of Following Sizes, The Slotting Should Be As Per Is:8110-1985. , 100 Mm Dia Nominal Bore , 125 Mm Dia Nominal Bore , Supply & Installation Of Gi Pipe 32 Mm Medium Class “B” With Pipe Sockets ( Heavy Duty ) . , Supply And Installation Of Isi Markeddeep Well Hand Pump- Standard ( Sdwp ) Setas Per Is 15500: 2004 Or As Amended Up To Date Complete With Cylinder & 15 Connecting Rods. , Supply And Installation Of Isi Marked India Mark Ii Hand Pump Set Extra-Deep ( Edw ) Completewith Cylinder And Connecting Rods. , Edwhp + 20 Connecting Rod. , Edwhp + 23 Connecting Rod + 1 Weight. , Edwhp + 26 Connecting Rod + 2 Weight. , Edwhp + 30 Connecting Rod + 3 Weight. , Supply And Installation Of Isi Mark Connecting Rod As Per Departmental Specifications Of3 Meter Length. , Installation Of Deep Well Hand Pump Set Complete On Existing Platform As Per Is 15500: 2004 Or As Amended Up To Date. , Construction Of 185 Cm. Dia Platform As Per Fig 1.1 Typical Set-Up For Deepwell Hand Pump Of Is 15500: 2004 Or Amended Up To Date Complete Work.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Rajasthan View Result →
17.
Drinking Water Supply and Sanitation #9891928 Technical Bid
Tender For Work Of Augmentation Of Rwss Singod Khurd To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur. - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15.0 KW (20.0 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 200KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 150KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 11
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18.
Drinking Water Supply and Sanitation #9876390 Technical Bid
Tender For Work Of Augmentation Of Rwss Loharwada To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15 KW (20 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 250KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 100KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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19.
Dairy #9863659 AOC
Tender For Various Civil Works For New 150 Mtpd Expandable To 300 Mtpd Cattle Feed Plant At Kota, Rajasthan- 1 Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil 2 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal ofsurplus excavated soil as directed with in a lead of 50 meter.All kinds of soils. 0M TO 1.5M 3 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 0 TO 1.5M 4 Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. 5 Providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete: 6 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 7 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 8 Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. Add extra for providing richer mixes respectively at all floor levels. Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. 9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 10 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 11 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. 12 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Walls (any thickness) including attached pilasters,buttresses plinth and string course. 13 Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.Thermo-mechanically Treated bars (Conforming of relevent IS code) 14 Brick work with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level in allshapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand) 15 Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75Cement mortar 1 : 3 (1 cement : 3 coarse sand) 16 Random Rubble stone masonry for with hard stone infoundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:3 ( 1-Cement : 3-Sand). 17 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Good quality South Black Above 3601 Cm2 Slabs 18 Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. FULL Edge moulding 19 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm 20 Steel work in built up tubular trusses including cutting,hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished seamless type tubes. 21 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 22 Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment). 23 Providing & fixing ball bearing for rolling shutters 24 Extra for providing mechanical device chain and crank operation for operating rolling shutters.Exceeding 10.00 Sqm and upto 16.80 Sqm in the area. 25 Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.100mm x 100mm x 3.15mm 26 Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron Y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra) 27 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpetwashers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 0.80 mm thick with zinc coating not less than 275 gm/m2 28 Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand).For Area of each slab from 2001 to 5000 sq. cm. 29 Random rubble dry stone Kharanja under floor. 30 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick 31 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 20 mm thick 32 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3- fine sand) 33 Wall painting with plastic emulsion paint of approved bran and manufacture to give an even shade including allscaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 34 Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision Trowel Finish av. thickness 1500 to 2000 microns. 35 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying :(i) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(ii) laying second layer of Fiber glass cloth when the first layer is still green . Overlaps of joints of fiber cloth should not be less than 10 cm.(iii) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proffing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around(iv) fourth and final layer of brick tiling „with cement mortar or any other approved protective coarse. (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured 36 Providing and fixing of uPVC Sliding windows: Frame Made from the Extruded uPVC Window Profile Section of size 106w x 50h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and 3 box multi-chamber construction, Laminated (colour) finish, duly reinforced with 1.2 mm thick GI section. Frame shall have three track configuration, Vertical member of frame which bears the sliding shutter load shall have aluminium rail/track for smooth sliding of shutter rollers. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side.Shutter : The shutter of sliding window shall be made of 39w x 69h mm Extruded 3 box multi- chamber uPVC Window Profile Section of laminated (colour) having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick GI section duly mitered cut & thermal welded at all corners and fitted with uPVC glazing bead of size 22 x 20 mm with inner and outer co-extruded EPDM/TPE-E weather seal gaskets alongwith 6mm thick ISI make plain float glass 37 Providing and fixing of openable uPVC Doors with or without fix top: Frame Made of Extruded uPVC Window Profile Section of size 60w x 70h mm having outer wall thickness of 2.75mm (+/- 0.2mm) and 3 box multi-chamber construction, Laminated (colour) finish, duly reinforced with 1.2mm thick GI section. All the corners shall be mitered cut & thermal welded so as to form door frame. Fix Mullion made of 60w x 80h mm uPVC Profile Section with steel reinforcement shall be provided for the top fix portion of the doors or in case of the doors having more than two openable shutters, as per the requirement / drawing. Frame of openable door shall have coextruded EPDM/TPE-E gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter. Shutter : The shutters of openable door shall be made of 60w x 95h mm Extruded 3 box multi-chamber uPVC Window Profile Section of laminated( colour) having outer wall thickness of 2.75mm (+/- 0.2mm) provided with reinforcement of 2.0 mm thick GI section duly mitered cut & thermal welded at all corners, provided with center mullion (if specified in drawing) of size 60w x 80h mm uPVC Profile Section and fitted with uPVC glazing bead of size 36 x 20mm with inner and outer co-extruded EPDM/TPE-E weather seal gaskets alongwith 6mm thick ISI make plain float glass. All welding joints of frame and shutter shall be cleaned and milled with the CNC mechanism to provide uniform grooved finish on all visible joints. Hardware: Each openable door shutters is to be fixed with three load beading butt hinges and locking of doors is to be provided with multi-point transmission gear (ESPAG) with white finish powder- coated lockable handle. Installation at site: 38 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 39 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work 40 Finishing with neat cement (punning). 41 Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof inAll kinds of soil 42 Supplying and applying bituminous solution primer on roofs or on wall surface at 0.24 litre per sqm. 43 Random Rubble stone masonry with hard stone insuperstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:3 ( 1-Cement : 3-Sand). 44 Pointing on stone masonry in cement sand mortar 1:3 (1cement : 3 sand) :Raised and cut pointing. 45 Construction of Tube-well from ground levels and up to 100 mtr. depth to accommodate housing and assembly pipes of following sizes in all types of alluvium strata by rotary drilling method and with gravel as per IS 4097-1967and packing as per IS2800 Part-I & II 1979 as amended upto date(the work includes the cost of gravels& its primjaryand packing during development,lowering of housing & strainer assembly pipes,with suppy and warping of coir-rope, wherever necessary, for arresting fine sand particles. The Work will not include cost of housing pipe and strainer pipe assembly and development work would be complete after obtaining sand free water).200mm-do- 46 Construction of tube-well upto any depth in all type of rocks by DTH system and over burden, to accommodate casing pipe of the 200 mm in all types of soils and overburden including lowering of casing pipes, but excluding cost of casing pipes as per IS:2800 (Part I & II) 1979 specifications.The work would be completed after development of tube-well obtaining sand free water.Tubewell should have a throught bore as per nominal dia of casing pipe. 200mm-do- 47 Supplying of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade FE 410of sizes at site of work.200 mm nomonal bore of pipe. 48 Supply/Fixing of tubewell cover of M.S. Sheet 6mm thick with nut & bolt complete for 200mm dia M.S. black Casing pipe. 200mm dIa 49 Supply / fixing strainer pipes made of ERW M.S. black pipe ISImark of following size at the site of work including required size of slotting as per IS:8110-1985.200mm-do- 50 Providing & lowering G.I. flange pipes including rubber washer and nuts of 8mm dia complete in all respect 50mm dia B class ISI mark, Jindal / T.T.Swastik. 51 Providing and fixing G.I. B -Class pipe Jindal/ T.T. Swastik Make(external work) with G.I. fittings (IS:1239 Make) including trenching and refilling earth. (A) 50 mm nominal bore. 52 Providing and fixing gun metal non-returned valve or check valve ISILeader Make superior quality. 50mm dia horizontal type. 53 Supply & fixing M.S. Clamp Set of 50 x 6mm flat iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. 54 Development of Tube well as per IS specification using suitable compressor to give sand free water for required yield of the graval packed tube well. 55 Suppy of 50 mm dia G.I. medium class pipe (each length 5.8 m to E 6.0 m) tripod as per drawing and design with chain pulley of 3MT capacity. 56 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure A :30 mm thick.Commercial Veneer both side 57 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-incharge :Profile E 58 CARRIAGE OF MATERIALS Earth, Sand, Lime, Morrum manure or sludge.UPTO 5 KMS 59 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 60 Providing and fixing Stone jali 40mm thick Red/Pink sand stone throughout in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc: 61 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% 62 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . 63 Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm wide)
Contract Date: Mar 23, 2026 Contract Value : ₹ 27.84 Crore
Cooperative No of Bidders 3
Rajasthan View Result →
20.
Water Resources and Irrigation #9591441 AOC
Tender For Installation Of 5 (Five) Points Stw Scheme At Barpeta Lac Under Sopd-G During The Fy 2025-26.-Boring and Installation of tube well 2 Movement of drilling Rig , Tools & Plants, Accessories including drill pipes, casing pipes etc. to drilling site and back. 3 Boring of DTW ofbore hole up to 450 mm dia and up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I)of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring). 4 Supply, lowering & installation in tube well 150 mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-2010 of length 3.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed. (Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) 5 Supply, lowering & installation in tube well 150 mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of sockets, reducer etc. as required as per IS : 12818-2010 of length 3.00 M/2.00 M of repute brand like Supreme / Oriplast / Jindal / Prince etc. and as directed. (Litholog Assembly diagram must be approved by Engineer - in - charge of the work prior to installation) 6 Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. As per Annexure I 7 Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM= 450 M3/Min so as to get sand free discharge of water with supply of all requiredmaterialsat sitecomplete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 2020. The following data should be reflected in the report of development : 1. Static water level 2. available average discharge 3. Drawdown at different discharge (arrangement of Pump for trial pumping is in the scope of the work) 8 Supply, Installation and commissioning of Solar Pump along with PV Panels 9 (a) Solar Submersible Standalone Pump set with 3 HP AC Induction motor and Solar Power Controller Unit ( Conform IEC 6168311:1999) with overload, over-under voltage, short circuit protection, suitable for 150 mm bore well and discharge capacity approx 400 LPMat10 M head (Dynamic Head Range 10-30 Mtr and Shut off head 35 M) working at 3000 Wattpof solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS. (b) Supply, fitting-fixing and testing & commissioningof Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 3000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked ) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation designed against all possible loads (Dead, Live and imposed load), Controller conform to IEC 61683–1999 & IEC 60068-1-2, IEC 60068 – 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp > 587 V &System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed (Controller to be installed with suitable arrangement on the body of the pole of mounting structure with rain proof provision. SPV panel should be of reputed make like TATA/Bikram/ Waaree etc. and carry at least 20 years warrenty & comprehensive maintenance for 1 year and should installed preferably above HFL) (c) Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanized (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. (d) Lightning protection (Arrestor)(pole mounted)(: Lightning protection with 3 X 1.5 G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the /Roof with GI Saddles 1100 mm apart. NB- 1. Solar Pump set should be of reputed make andcarry 5 years warranty/ guarantee 2.Flow Range : 90 L per Wp of PV array from TDH of 10 M 3.Controller DC Input Voltage: (i) System Vmp > 587 V & (ii) System Voc < 800 V 4.Controller Conforming to : IEC 61683–1999 & IEC 60068-1-2,IEC 60068–2-(2,14,30,78) (Rate As per MNRE Circular No. 32/24/2020-SPV Division, dt-26/10/2021 including cost of remote monitoring & USPC) This benchmark cost are for the systems installed as per MNRE specifications inclusive of the totalcost of system and its installation, commissioning, transportation, insurance, warranty/guarantee, monitoring & maintenance for five years. 10 Installation of Sign Board 11 Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. 12 Supply of Canvas Pipe 13 Procurement and supply of approved quality Canvas Pipe of 63.5 mm dia designed to withstand 8 kg/cm2 Working Pressure and 20 kg/cm2 Bursting Pressure for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed.
Contract Date: Feb 12, 2026 Contract Value : ₹ 30.06 Lakh
Government Departments No of Bidders 5
Assam View Result →
21.
Drinking Water Supply and Sanitation #9199023 Technical Bid
Work of Conversion from P&T into piped WSS Tighriya-Ranmalpada to provide FHTCs including one year Defect Liability period under Tehsil Hindaun City under JJM in the jurisdiction of PHED Division Hindaun City Distt. Karauli.; 1 Tube well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 8 Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well. 9 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 10 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 11 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 12 200 mm dia nominal bore of 5.4mm thickness 13 Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 14 11 KW (15 HP) & head above 120 mtr. 15 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 16 Above 10 HP and up to 15 HP 17 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 18 3 core 6.0 Sq.mm 19 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 20 16.0 Sq.mm, 4 core 21 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 22 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. 23 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 24 200 mm dia 25 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 26 50 mm dia 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 50 mm dia 29 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 30 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 31 80 mm dia 32 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 33 RISING PIPE LINE 34 Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.S Mtr. including taking out the excavatedsoil, and then returning the soil as requiredinlayersnotexceeding20cmindepthincludingconsolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil 35 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 36 Providing and laying in position cementconcrete in specifiedgradeoverprepared basecoursecompleteincludingfinishing,curing,allmaterial,labour,machinery, lighting, guarding forroad restorationworkin trenchesof pipe lineand chamber work. Measurementfor CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete wo t‹ as per technical specification and scope of work. 37 M20 grade Nominal Mix 1: 1.5: 3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 rn nominal size). 38 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 39 D I K7 -150mm 40 D I K7 -100mm 41 D I K7 -80mm 42 Providing, lowering,aligning, fixinginposition inpipe line,CID/FSluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, ThrustPlate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS,Face to face dimensionsas per IS 14846/2000 (amendedup todate) ,Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised‘steelInsersion rubberof black EPDM 6mm thick . Sluicevalvesincludingalljointing&jointingmaterial,labour,testingand commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 43 Manually Operated CI Sluice valve of Class PN-1.0 44 80 mm HW 45 100 mm HW 46 150 mm HW 47 DISTRIBUTION PIPE LINE 48 Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.S Mtr. including taking out the excavatedsoil, and then returning the soil as requiredinlayersnotexceeding20cmindepthincludingconsolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil 49 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 50 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. 51 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 52 Removing& Re-fixing of Bricks Kharbanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead upto 50 mtr. The Bricksinterlockingbe laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of minimum 70 percent reusable Bricks and cost of required newFirst class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, alllead and lift as per Technical Specifications and direction of Engineer in Charge. 53 Horizontal aligned Bricks 54 Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. 55 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessaryjointing material like mechanicalconnestors, i.e.thread/insertjc›int/quickreleasecouplerjoint/compression fitting jointorflangedjointandspecialsjointingpipebyeléctro fusionwelding method,includingalltaxes,transportationand freightcharges,inspectioncharges,loading/ unloadingchai‘ges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work) . Note : Providingand fixing of ali requisitespecialsas per drawing, design and layout are inclusive in RM measurementof the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 56 HDPE PE-80PN-6 57 75 mm dia 58 90 mm dia 59 110 mm dia 60 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessaryjointing material like mechanicalconnectors,i.e.thread/insertjr>int/quickreleasecouplerjoint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electrofusionweldingmethod,includingall taxes ,transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work)t Note : Providing and fixing of all requisitespecialsas perdrawing, design and layout are inclusive in RM measurementof the item and shall not be paid separately.Supply of pipe shall he in straight length in 6/12 M. 61 HDPE PE-80PN-6 62 125 mm dia 63 140 mm dia 64 Providing, lowering,aligning, fixinginposition inpipe line,CID/FSluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, ThrustPlate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS,Face to face dimensionsas per IS 14846/2000 (amendedup todate) ,Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised‘steelInsersion rubberof black EPDM 6mm thick . Sluicevalvesincludingalljointing&jointingmaterial,labour,testingand commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 65 Manually Operated CI Sluice valve of Class PN-1.0 66 80 mm HW 67 100 mm HW 68 125 mm HW 69 150 mm HW 70 Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). 71 A/S Tee , Bend, Reducer (All End Socketed) UP to 300m Dia 72 Reservoir 73 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 74 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 75 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 76 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M 77 200 KL capacity 2 Nos. 78 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 79 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 80 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 81 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 82 100 KL Capacity 83 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 84 100 mm 85 150 mm 86 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 87 For in-campus Valve Chambers 88 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 89 PUMP HOUSE 90 ConstructionofPumphouseofrequiredsizesuitableforinstallationof maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 91 Construction of boundary wall of Brick/ stone masonary as per encIosed GA drawing, scope of work .andtechnicalspecifications complete d/ork in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stonemasonaryin CM: 1:6, W-300,height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top ofwall thereshall be CC Coping 75 mmthick (1:2:4)shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 92 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. 93 MOTOR PUMP 94 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 95 Centrifugal Monoblock Pump set (Single Stage) 96 7.5 KW (10 HP) 97 11.0 KW (15 HP) 98 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.CLASS PN 1.0 99 Class PN 1.0 100 100 mm dia 101 Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality), Body seat of SS ,Face to face dimensions as per API: 594, Flanges Drilled as per IS:1538.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan conforming toType B of IS:341or paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM, Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 102 Class PN 1.0 103 100 mm dia 104 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 105 Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 106 100 mm dia 107 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 108 100 mm dia. 109 Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 110 100 mm dia. 111 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 112 STAR DELTA STARTER 7.5 KW (10.0 HP)- : For 2 motors(1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) 113 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 114 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 115 BFM100 mm 116 BFM125 mm 117 BFM 150 mm 118 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 119 FHTCS 120 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid separately. 121 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 122 P & F Bib cock (IS : 8931 mark), superior quality of approved make,chrome plated with complete brass body including brass handlewith wt. 300 to 325 gm.15 mm nominal bore. 123 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 124 Add extra over item no 1.21, 1.22 & 1.23 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
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22.
Public Administrative Department #9197575 Technical Bid
Solar Panghat scheme work. Laying And Jointing Pvc Pipe. Heading , Gril/ Get Etc. Me Lohe Ka Karye Jisme Spat Koniya T And Nalidar Chanel Ko Katna Chadana And Lagana Etc. , Supply , Installation Testing & Commissioning Of Solar Photovoltaic System Poly / Mono- Crystalline Mnre Approved Solar Modules - 24V , 330Wp With 60/72 Cells With Minimum 15% Module Efficiency Conforming To Relevant Latest Iec Standard As Per Mnre Guidelines, With Power Output Warranty Of 90% Of Rated Power For 10Years & 80% Of Rated Power At The End Of 25 Years, Connected Suitably In Series Or Parrallel , Mounted On Metallic Structures ( Hot Dip Galvanized According To Is: 4759) Of Adequate Strength & Appropriate Design, Havingmanuverable Seasonal Tilt Angle And Three Times Manual Tracking, Suitably Fixed In Pcc Foundation Using Antitheft As Per Mnre Specifications For Following :( 3 Hp Power , 10 Module ) , Supply , Installation Testing & Commissioning Of Spv Controller Having Ip:65 Protection Housed In A Cabinet To Provide Adequate Protection To Solar Poered Pump Against Dry Running , Open Circuit , Accidental Output Short Circuit, Under Voltage, Reverse Polarity, Spd To Arrest High Current Surge , Lightening Arrester Etc. Of Approved Make As Per Mnre Specification Is/Iec 60947-2, Is 694, Is 14536 Updated Time To Time ( 24 V Input, Rated Current 20 A ) , Supply , Installation Testing & Commissioning Of Different Capacity Solar Powered Water Pumps With Complete Assembly Of Solar Modules,Controller, Solar Motors, Including Transportation, Lowering & Fixing With The Spv Module, Controller, & Providing Pipe Connections On Suction Delivery Sides, Of Approved Make & Specifications Laid Down And Updated Time To Time By Mnre Complete In All Respect, Submersible Pumps( Dc Pumps 3Hp Solar Powered Water Pump ) , Construction Of Tube Well After Completion Of Drilling By Rotary/Percussion Method & Upto 100 Mtr. Depth In All Type Of Rocks By Dth System As Per Is:2800 Part 1:199 1And Is:2800 Part Ii:1979 (Bothamendeduptodate) And Technical Specifications. The Work Shall Be Deemed Completed Only After Obtaining Sand Free Water. The Bore Well Should Have At Hrough Out Nominalsize Bore Beyond Casing Pipe .( Nominal Bore 150 Mm Dia. ) , Construction Of Tube Well From Ground Level And Upto 100 Mtr. Depth And Above Of Following Sizes In All Types Of Soils In Alluvium Strata, Unconsolidated Formation Such As Pebbles, Boulders Etc. By Bailing Method And Without Gravel Packing As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 (Both Amended Upto Date) And Technical Specifications. The Work Includes Formation Of Cavity At Bottom By Development With Appropriate Air Compressor Or Bailer Pumping And Also Lowering Of Casing Pipe But Excluding Cost Of The Casing Pipe.The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe.The Work Would Be Completed After Obtaining Sand Free Water. ( Nominal Bore 150 Mm Dia. ) , Supply Of Erw M.S. Black Casing Pipe Isi Marked (Is: 4270/2001) Or Amended Up To Dateoffollowing Sizes . 150 Mm Dia Nb (Thickness Of Pipe 5.0 Mm & Mass Of Tube 20.13 Kg/M)M.S. Black Cassing Pipe ( Nominal Bore 150 Mm Dia. ) , Supply & Fixing Tube Well Coverof Ms Sheet 8Mm Thick At Top & 5Mm Thick 100Mm Wide Shroud Around The Edge So As To Form A Cap On The Top End Of Casing Pipe With Gi Nipple 45Cm Long & Two Gi Flanges At Both Ends In 80Mm Sizes Passing Through A Hole In The Centre Of Ms Sheet. A 25 Mm Socket With End Plug Shall Also Be Welded Over Top Plate. A Gi Nipple Having Outside Thread Of Size 1/2 (For Installation Pressure Gauge) Shall Be Provided & Welded With 80Mm Gi Nipple Near Top Plate Nipple Shall Be Provided With End Plug . ( Tube Well Cover Of M.S. Sheetnominal Bore 150 Mm Dia. ) , Supply & Fixing Of Isi Marked Three Core Pvc Flat Submersible Cable As Per Is 694:1990 Or Amended Upto Date And Conductor As Per Class 5 Of Is8130:1980 Including Making Connection Etc.(Cable 3Core) , Hdpe Pipe32mm Dia , For Making Foundation , Blank No Item Enter
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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23.
Public Administrative Department #9197396 Technical Bid
Tender For Water Harvesting Tube Well Construction Work In Ajitsar - Excavate the foundation trench and drain to a depth of 15 meters, level the bottom, add water, and level the bottom. Remove the excavated soil, fill the empty spaces after compaction with soil, and dispose of the loose soil up to a distance of 50 meters.3. Lay 75 square bricks for the foundation and plinth, using cement-gravel mortar, 18 mortars, including closing the side cracks and leveling.4. Cement plaster the walls by mixing cement and gravel in a 1:6 ratio, ramming and leveling the joints.5. Lay the roof with top-grade stone slabs, and place a wedge over the joints, applying a 1:4 ratio of cement and gravel mortar on both sides, and then leveling from below. Brickwork trench over the roof of the strips with an average thickness of 100 mm, with a slope of 1:50, using 25% lime, rammed and plastered in all respects and cement plaster of 1:6 20 mm.6 Ironwork in grills/gates etc., including cutting, mounting and fixing of flat cornices, tees, and corrugated (channels).7 Filling of concrete 65 mm 3.05 14 2.1 void less 1/118 Add for photo and wall writing9 Add for doorways10 Construction of tube-well from ground level and up to 100 meter depth and above to accommodate housing and assembly pipe in all types of alluvium strata, unconsolidated formation such as pebbles, etc. by perussion/rottary drilling method as per IS:2800 (part-l & 11)1979 as amended upto date the work will include cost of lowring of housing, stainer assembly pipes with supply and warpping of coin rope wherever necessary and development of tube well as per IS specification using suitable compressor but not include cost of casting & stainer pipe. The work would be completed after obtaining sand free water. The Tube well should have a throughout bore as per nominal dia of casing pipe 200mm phed bsr 2.1.311 supply of ERW M S black casting pipe ISI marked (IS:4270/2001) or amended upto date of grade fe 410 of following sizes at site of work 2.10 250mm12 Labor charge for making SIoT in blank pipe made of ERW M.S. black pipe IS mark of following sizes at the site work including required size of slotting as per IS 8110-1985. 200 dia 200mm13 less than 10%14 LESS TENDER DIFFERENCE
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
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24.
Public Administrative Department #9197245 Technical Bid
Tender For Jal Grahan Koop Construction Work In Aspalsar Dhurkera - Excavate the foundation trench and drain to a depth of 15 meters, level the bottom, add water, and level the bottom. Remove the excavated soil, fill the empty spaces after compaction with soil, and dispose of the loose soil up to a distance of 50 meters.3. Lay 75 square bricks for the foundation and plinth, using cement-gravel mortar, 18 mortars, including closing the side cracks and leveling.4. Cement plaster the walls by mixing cement and gravel in a 1:6 ratio, ramming and leveling the joints.5. Lay the roof with top-grade stone slabs, and place a wedge over the joints, applying a 1:4 ratio of cement and gravel mortar on both sides, and then leveling from below. Brickwork trench over the roof of the strips with an average thickness of 100 mm, with a slope of 1:50, using 25% lime, rammed and plastered in all respects and cement plaster of 1:6 20 mm.6 Ironwork in grills/gates etc., including cutting, mounting and fixing of flat cornices, tees, and corrugated (channels).7 Filling of concrete 65 mm 3.05 14 2.1 void less 1/118 Add for photo and wall writing9 Add for doorways10 Construction of tube-well from ground level and up to 100 meter depth and above to accommodate housing and assembly pipe in all types of alluvium strata, unconsolidated formation such as pebbles, etc. by perussion/rottary drilling method as per IS:2800 (part-l & 11)1979 as amended upto date the work will include cost of lowring of housing, stainer assembly pipes with supply and warpping of coin rope wherever necessary and development of tube well as per IS specification using suitable compressor but not include cost of casting & stainer pipe. The work would be completed after obtaining sand free water. The Tube well should have a throughout bore as per nominal dia of casing pipe 200mm phed bsr 2.1.311 supply of ERW M S black casting pipe ISI marked (IS:4270/2001) or amended upto date of grade fe 410 of following sizes at site of work 2.10 250mm12 Labor charge for making SIoT in blank pipe made of ERW M.S. black pipe IS mark of following sizes at the site work including required size of slotting as per IS 8110-1985. 200 dia 200mm13 less than 10%14 LESS TENDER DIFFERENCE
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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25.
Public Administrative Department #9181943 Technical Bid
tender for Nagar Nigam Kota South Ward 6 Taigore Nagar Muktidham Maintenance And Construction Other development Work 4 Nit 18 - 1 WORK NAME 2 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 4 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 5 Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material 6 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red / Chocolate Colour) 1501 Cm2 to 3600 Cm2 Tiles 7 Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 8 Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. 9 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 10 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m² 11 Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 12 Random rubble masonry with hard stone in foundation and plinth:Cement mortar 1:6 (1 cement : 6 coarse sand) 13 Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 50mm thick. 14 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar, 1:6 (1 cement : 6 fine/ coarse sand) 15 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). 16 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 17 Supplying and stacking good earth at site of work. Note: 1) Loading, unloading and carriage to be paid extra as per actual lead.2) Earth measured in stacks will be reduced by 20% foe payment 18 Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately). 19 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kgCement up to 900 gms per cum of Concrete/ mortar, M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) 20 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. 21 Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. 22 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 23 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in-charge.Concealed work including cutting chases and making good the walls etc., PN - 16 Pipe, 16 mm OD 24 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in-charge.Concealed work including cutting chases and making good the walls etc., PN - 16 Pipe, 20 mm OD 25 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 26 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including priming coat with cement primer. 27 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formaldehyde resin in glue both sides including approved ISI marked Stainless Steel butt hinges fittings with necessary screws complete as per annexure A : 30 mm thick, Decorative teak veneer One side 28 Providing and fixing 1st quality MAT & GLOSSY finished ceramic tiles colour such as standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorption less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laid on bed on neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4) Size 300mm x 450mm 29 Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter 30 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately.) Red sand stone. 31 Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping with ornamental shape having moulding and PAN Shape engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade. 32 Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Marble work 33 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 32/40 mm dia 34 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 35 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). 36 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore 37 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 38 Random rubble dry stone Kharanja (soling) under floor. 39 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in-charge. Internal work - Exposed on wall, 25 mm nominal outer dia .Pipes. 40 Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir�rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). Upto 100 Meter depth, Nominal bore 150mm dia 41 Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 150 mm dia Nominal bore 42 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work. 200 mm dia 43 Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size: 200 mm dia 44 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work. 150 mm dia 45 Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size: 150 mm dia 46 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 4.0 Sq.mm 3 core flat / Round 47 Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. for vertical installation, 40 mm OD 6 kg / cm2 48 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM 49 SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in�charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR.2.0 HP to 3.0 HP (DOL starter) 50 Providing & Fixing in position, MS fabrication work using angles, sqr tubes, c channels etc for various partition frame as per Design & Instructions & Complete in all aspects . including all materials labour, finishing etc complete. 51 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 52 Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. 53 Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 12mm (suitable up to 50 mm OD pipe) 54 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 55 Supply & drawing Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 6.0 sq.mm 56 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed UnArrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure A attached with this BSR. 16.0 Sq. mm4 core 57 Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 50mm thick. 58 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) on surface ISI marked ( IS:14927 P - II ) virgin material UPVC trunking & its accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded virgin material UPVC Modular Box , 10 A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose/holder /3 way Connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure A attached with this BSR. Medium point (up to 6 mtr.) 59 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) on surface ISI marked ( IS:14927 P - II ) virgin material UPVC trunking & its accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded virgin material UPVC Modular Box , 10 A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose/holder /3 way Connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure A attached with this BSR. Long point (up to 10 mtr.) 60 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) on surface ISI marked ( IS:14927 P - II ) virgin material UPVC Trunking & its accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded virgin material UPVC Modular Box, modular 10A switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure A attached with this BSR. On board 61 S&F following sizes of ISI marked ( IS:14927 P - II ) virgin material UPVC trunking along with accessories like coupler, inner, outer, elbow, square box, tee, end cap etc. on surface with screws, expansion fasteners as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 25 mm x 12 mm 62 Providing and fixing of power plug point with non modular accessories as per PWD specification for electrical Works with Galvanized box of 1.2 mm thick with earth terminal with suitable size phenolic laminated sheet (IS : 2036 - 1995) cover including cost of 16 amp. Switch (IS :3854) and 3/6 pin 16 amp. socket outlet making connection , testing , etc. as required. For specification of Wiring accessories refer Chapter-56 related item & For additional technical parameters of product / work refer Annexure A attached with this BSR. 63 Supply & drawing Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 4.0 sq.mm 64 Supply & drawing Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 6.0 sq.mm 65 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR. 2 x 1.5 sq.mm 66 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR. 2 x 2.5 sq.mm 67 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR. 2 x 4.0 sq.mm 68 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer incharge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 69 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer incharge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Double pole MCB(With B/C curve tripping Characteristics) 6 A to 32 A rating 70 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Metal door (single phase) IK-09 and IP-43 with Metal end box, 6 Way (6+2) 71 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Metal door (single phase) IK-09 and IP-43 with Metal end box, 12 Way (12+2) 72 P&F metal clad / Plastic industrial plug top & socket unit with pin and sleeve type contact on porcelain/ bakelite base in Recessed/surface mounting heavy duty Enclosure made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3. powder painted (without MCB) including making connections, testing etc.as required.For additional technical parameters of product / work refer Annexure A attached with this BSR. 20 amp, 3 pin + scrapping Earth, 4 Module 73 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 74 Providing & Fixing of BEE Star rated copper wounded double bal bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 75 Plate Earthing as per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 76 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 8 SWG G.I. ( Hot Dipped ) Wire 77 P & Fixing M.S. flat on existing angle iron frame and makingrequired nos. of holes for fixing accessories including one coat of red oxide paint and two coats of enamel paint etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR. 25 mm x 5 mm 78 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 6.4 mm thick 79 P & F ISI marked (IS :3854) 16 amp. flush type non modular switch CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 80 Providing & Fixing of of 3/5 pin 6 amp. flush type non modular socket made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal with Porcelain based back cover & captive screws including cutting hole in tile and making connection testing etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 81 Providing & Fixing of 240/415 V isolator ISI marked IS:13947- III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage, true contact indication, Red colour dolly / lever shall have single mould covering overall poles for operation , two position din rail mounting, minimum phase termination capacity of 35sq.mm. IP 20 contact protection and fitted in existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge.For additional technical parameters of product/ work refer Annexure A attached with this BSR. 63 A rating 82 Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 32 A, Four pole 83 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. with Stainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase (240 - 440 V) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer incharge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR. 0.5 HP, 1-Ø, (3 - 18)Mtr, (100-26) LPM 84 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing 85 Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost of ISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification of Wiring accessories refer Chapter-56 related item & For additional technical parameters of product / work refer Annexure A attached with this BSR.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 7
Rajasthan View Result →
26.
Drinking Water Supply and Sanitation #9180433 Technical Bid
Tender For Work Of Construction Of 05 No. Of Sources, Rising Main Pipelines Of Two Year Defect Liability Period Of Village Banhad, Ramsinghpura, Taseeng, Nihalpura And Uwss Behror In Vs Behror In The Jurisdiction Of Phed Division Behror Work Of Construction Of 05 No. Of Sources, Rising Main Pipelines Of Two Year Defect Liability Period Of Village Banhad, Ramsinghpura, Taseeng, Nihalpura And Uwss Behror In Vs Behror In The Jurisdiction Of Phed Division Behror - Work of construction of 05 no. of Sources, rising main pipelines of two year Defect Liability period of Village Banhad, Ramsinghpura, Taseeng, Nihalpura and UWSS Behror in VS Behrorin the jurisdiction of PHED Division Behror . Sl. No. Item Description 1 Drilling Work 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. Nominal bore 200 mm dia. 3 Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and upto 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 4 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.Nominal bore 200 mm dia. 5 Add 15% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 6 Add 30% extra on above item(Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes . 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 8 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.200 mm dia 9 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 200 mm dia nominal bore of 5.4mm thickness 10 Supply & Installation of 3 phase ISI marked submersible motor pump set of five star (if not available then three/ four star whichever higher rating available) rating by BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 11 11KW (15 HP) & head above 120 mtr. 12 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 13 3 core 6.0 Sq.mm 14 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core 15 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 16 50 mm dia 17 80 mm dia 18 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes. 80 mm Dia 20 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0. 80 mm HW 21 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 22 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.50 mm dia 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 above 15.0 HP and up to 20.0 HP 25 Rising Main Pipe line 26 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-10 27 90 mm dia 28 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-06 29 75 mm dia 30 90 mm dia 31 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 32 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 33 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 34 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.. Manually Operated CI Sluice valve of Class PN-1.0 35 80 mm HW
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Rajasthan View Result →
27.
Housing Urban and Rular Development #9175694 Technical Bid
Tender For Development And Maintenance Of Various Parks In Ward 37 68 And 55 Of Nagar Nigam Kota South Kota - 1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.1: 4: 8 or leaner mix. 2 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soilsBy Mannual Means 3 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 4 Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 ofIS 15658:2006Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004Add extra over rates of item No. 11.38, A to C if coloredpaver blocks are used 20% 5 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 6 Dismantling old plaster or skirting, raking out joints andcleaning the surface for plaster including disposal of rubbishto the dumping ground within 50 meter lead 7 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 8 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). 9 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 10 Extra if square,rectangular hollow tubelarsections are used or grill made by flats only 11 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 12 Demolishing stone rubble masonry manually/ by mechanicalmeans including stacking of serviceable material and disposalof unserviceable material within 50 metres lead as perdirection of Engineer-in-charge:In cement mortar 13 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). 14 Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .50mm thick. 15 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered Surface (three or more coats) 16 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandla/loi. (only for colour changing ). 17 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 18 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 19 Construction of Jogging work on existing track using clay sand mix (design as approved by Rajasthan sports council) including grinding of clay and mixing by mechanical means preparation of bed. Laying clay mix mechanically (hydraulic system) and compacting using roller making surface leveled and even including cost of water hire charges all T&P complete in all respect as per direction of Engineer in charge. 20 Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.Good soil of earth 21 Supply of dry manure including loading unloading,transportation & stacking at site.Farm yard manure(organic) 22 Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) 23 Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water).150 mm Nominalbore. 24 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.150 mm Nominal bore of pipe 25 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size:150mm dia 26 Laying of lawns including ploughing levelingbreaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost.in rows 5 cmapart in either direction 27 Supply & Planting of shady plants (Neem, Peepal, Sheesham, Kachnar, Amaltas, Arjun, Gulmohar, Bargad, Ashok etc.) along road side including the following activities :-a. Preparation of soil including cleaning & removing of unwanted shrubs removal ofstones & garbage. b. Supply of plant at site of two years of age & height not less than 5.00 Mtr.c. Supply of dry manure (Farm yard manure organic)d. Supply of Insecticides.e. Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting 28 laosnd }kjk fuEu çtkfr;ksa ds kcZl dh vkiwfrZ ,oa yxkukAikS/kk LoLFk gksuk pkfg,A ikS/kksa dh Å¡pkbZ 0-40 ls 0-50 eh- rd ALalri /Anermi /Golden Duranta 29 Jade Plant /Aclypha Tricolor /Kaner Dwarf /Copper Plant /Gudhal /Chandni/ Kamini Muraya /Callindra Pink Off. 30 Supply and plantation of selected specmen & Ornamental trees including/ unloading & transportation etc. complete Ficus panda 4-5 topiary dia 3-4 31 Supply of different varieties of bougainvillea in ply bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. complete Different varieties of bougainvillea 600mm to 900mm 32 Supply of different varieties of palms in poly bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. completeArica palm many branches 5 to 6 feet 33 Bottle palm 5 to 8 feet 34 nwc dk la/kkj.k dk;Z &yxh gqbZ nwc dk la/kkj.k dk;Z esa [kjirokj fudkyuk] fu;fer flapkbZ djuk] [kkn Mkyuk ,oa e’khu ds }kjk fu;fer dVkbZ djuk rkfd nwc vPNh rjg ls fodflr gks ldsA 35 Maintenance of Hedge, Climbers, Shrubs at parks including watering, trimming, preparation of thawala, manure and complete work. 36 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot& cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 37 uohu ikS/kksa dk la/kkj.k dk;Z & laosnd }kjk uohus ikS/kksa dh lkj laHkky@la/kkj.k dk;Z@12 efguksa dh le;kof/k ds fy, djuk gksxk] ikS/kksa dh vPNh o`f) gsrq laosnd }kjk le;≤ ij vko;drkuqlkj vizoqzM [kkn] fu;fer ikuh nsuk o dhVukkd dks iz;ksx ,oa fujkbZ&xqMkbZ] Fkkoys cukuk o ikS/kksa dks lh/kk j[kus ds fy, ckal dh [kIiph yxkuk vkfn dk;Z la/kkj.k esa kkfey gSA ftldk izcU/k laosnd }kjk vius Lrj ij djuk gksxkA yxkus ds 12 ekg rd A 38 Supply and Fixing of Play System using galvanised pipe with FRP sheets with approved company like Arihant & ToboDouble FRP Roller Slide 39 Double ARC Swing System 40 Providing and supplying of Garden bench (Victorian) at site both side of garden bench is made of cast iron having back height of 720 mm and seating height of 390 mm (approx.) it may vary at some places and both side of Garden bench is connected with 10 Nos. MS tube of rectangular section size 65×25×3mm having length of 1520 mm for seating purpose with extra support 25×5 mm MS flat for extra stability. All sharp and rough edges of bench is to be grinded with grinder and all fill up with m-seal, and fixed at required position and this bench is having the provision of hold & fast system weight not less than 95Kg(for grouting) bench is complete with a coat of 1st class red oxide and with three coats of synthetic enamel of 1st class quality paint in green colour finally bench is assembled with nuts and fixing at the site complete with the direction of E-I-C.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
28.
Public Administrative Department #9170519 Technical Bid
tender for Nagar Nigam Kota South Ward 09 Ranpur Muktidham Maintenance And Construction Other development Work 6 Nit 18 - 1 WORK NAME 2 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 4 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 5 Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material 6 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red / Chocolate Colour) 1501 Cm2 to 3600 Cm2 Tiles 7 Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 8 Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. 9 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 10 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m² 11 Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 12 Random rubble masonry with hard stone in foundation and plinth:Cement mortar 1:6 (1 cement : 6 coarse sand) 13 Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 50mm thick. 14 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar, 1:6 (1 cement : 6 fine/ coarse sand) 15 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). 16 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 17 Supplying and stacking good earth at site of work. Note: 1) Loading, unloading and carriage to be paid extra as per actual lead.2) Earth measured in stacks will be reduced by 20% foe payment 18 Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately). 19 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kgCement up to 900 gms per cum of Concrete/ mortar, M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) 20 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. 21 Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. 22 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 23 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in-charge.Concealed work including cutting chases and making good the walls etc., PN - 16 Pipe, 16 mm OD 24 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in-charge.Concealed work including cutting chases and making good the walls etc., PN - 16 Pipe, 20 mm OD 25 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 26 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including priming coat with cement primer. 27 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formaldehyde resin in glue both sides including approved ISI marked Stainless Steel butt hinges fittings with necessary screws complete as per annexure A : 30 mm thick, Decorative teak veneer One side 28 Providing and fixing 1st quality MAT & GLOSSY finished ceramic tiles colour such as standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorption less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laid on bed on neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4) Size 300mm x 450mm 29 Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter 30 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately.) Red sand stone. 31 Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping with ornamental shape having moulding and PAN Shape engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade. 32 Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Marble work 33 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 32/40 mm dia 34 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 35 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). 36 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore 37 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 38 Random rubble dry stone Kharanja (soling) under floor. 39 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in-charge. Internal work - Exposed on wall, 25 mm nominal outer dia .Pipes. 40 Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir�rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). Upto 100 Meter depth, Nominal bore 150mm dia 41 Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 150 mm dia Nominal bore 42 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work. 200 mm dia 43 Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size: 200 mm dia 44 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work. 150 mm dia 45 Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size: 150 mm dia 46 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 4.0 Sq.mm 3 core flat / Round 47 Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. for vertical installation, 40 mm OD 6 kg / cm2 48 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM 49 SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in�charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR.2.0 HP to 3.0 HP (DOL starter) 50 Providing & Fixing in position, MS fabrication work using angles, sqr tubes, c channels etc for various partition frame as per Design & Instructions & Complete in all aspects . including all materials labour, finishing etc complete. 51 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 52 Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. 53 Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 12mm (suitable up to 50 mm OD pipe) 54 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 55 Supply & drawing Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 6.0 sq.mm 56 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed UnArrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure A attached with this BSR. 16.0 Sq. mm4 core 57 Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 50mm thick. 58 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) on surface ISI marked ( IS:14927 P - II ) virgin material UPVC trunking & its accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded virgin material UPVC Modular Box , 10 A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose/holder /3 way Connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure A attached with this BSR. Medium point (up to 6 mtr.) 59 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) on surface ISI marked ( IS:14927 P - II ) virgin material UPVC trunking & its accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded virgin material UPVC Modular Box , 10 A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose/holder /3 way Connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure A attached with this BSR. Long point (up to 10 mtr.) 60 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) on surface ISI marked ( IS:14927 P - II ) virgin material UPVC Trunking & its accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded virgin material UPVC Modular Box, modular 10A switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure A attached with this BSR. On board 61 S&F following sizes of ISI marked ( IS:14927 P - II ) virgin material UPVC trunking along with accessories like coupler, inner, outer, elbow, square box, tee, end cap etc. on surface with screws, expansion fasteners as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 25 mm x 12 mm 62 Providing and fixing of power plug point with non modular accessories as per PWD specification for electrical Works with Galvanized box of 1.2 mm thick with earth terminal with suitable size phenolic laminated sheet (IS : 2036 - 1995) cover including cost of 16 amp. Switch (IS :3854) and 3/6 pin 16 amp. socket outlet making connection , testing , etc. as required. For specification of Wiring accessories refer Chapter-56 related item & For additional technical parameters of product / work refer Annexure A attached with this BSR. 63 Supply & drawing Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 4.0 sq.mm 64 Supply & drawing Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 6.0 sq.mm 65 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR. 2 x 1.5 sq.mm 66 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR. 2 x 2.5 sq.mm 67 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR. 2 x 4.0 sq.mm 68 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer incharge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 69 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer incharge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Double pole MCB(With B/C curve tripping Characteristics) 6 A to 32 A rating 70 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Metal door (single phase) IK-09 and IP-43 with Metal end box, 6 Way (6+2) 71 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Metal door (single phase) IK-09 and IP-43 with Metal end box, 12 Way (12+2) 72 P&F metal clad / Plastic industrial plug top & socket unit with pin and sleeve type contact on porcelain/ bakelite base in Recessed/surface mounting heavy duty Enclosure made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3. powder painted (without MCB) including making connections, testing etc.as required.For additional technical parameters of product / work refer Annexure A attached with this BSR. 20 amp, 3 pin + scrapping Earth, 4 Module 73 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 74 Providing & Fixing of BEE Star rated copper wounded double bal bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 75 Plate Earthing as per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 76 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 8 SWG G.I. ( Hot Dipped ) Wire 77 P & Fixing M.S. flat on existing angle iron frame and makingrequired nos. of holes for fixing accessories including one coat of red oxide paint and two coats of enamel paint etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR. 25 mm x 5 mm 78 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 6.4 mm thick 79 P & F ISI marked (IS :3854) 16 amp. flush type non modular switch CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 80 Providing & Fixing of of 3/5 pin 6 amp. flush type non modular socket made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal with Porcelain based back cover & captive screws including cutting hole in tile and making connection testing etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 81 Providing & Fixing of 240/415 V isolator ISI marked IS:13947- III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage, true contact indication, Red colour dolly / lever shall have single mould covering overall poles for operation , two position din rail mounting, minimum phase termination capacity of 35sq.mm. IP 20 contact protection and fitted in existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge.For additional technical parameters of product/ work refer Annexure A attached with this BSR. 63 A rating 82 Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 32 A, Four pole 83 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. with Stainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase (240 - 440 V) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer incharge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR. 0.5 HP, 1-Ø, (3 - 18)Mtr, (100-26) LPM 84 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing 85 Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost of ISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification of Wiring accessories refer Chapter-56 related item & For additional technical parameters of product / work refer Annexure A attached with this BSR. 86 Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201. 87 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar 88 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Rajasthan View Result →
29.
Drinking Water Supply and Sanitation #9169131 Technical Bid
Tender For Nit 41 Work Of Construction And Commissioning Of 06 Nos Bore Hole Of 200 Mm And Providing, Laying, Jointing And Testing Of Pipeline And Other Allied Works Under Sub Div. Virat Nagar With 24 Months Defect Liability Period. - 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Nominal bore 200 mm dia. 3 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 4 Nominal bore 200 mm dia. 5 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 6 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 7 Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water. 8 Nominal bore 200 mm dia. 9 Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date offollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 13 200 mm dia 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 16 80 mm dia 17 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 18 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 19 Above 10 HP and up to 15 HP 20 S & F of Star Deltastarter in existing Panel with following Rating 21 11 KW 22 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 23 16.0 Sq.mm, 4 core 24 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 25 50 mm dia 26 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 27 3 core 6.0 Sq.mm 28 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 29 9.3 KW (12.5 HP) & head above 120 mtr 30 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 31 90 mm HDPE PE-80 PN-6 32 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 33 90 mm HDPE PE-80 PN-6 34 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 35 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 36 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 37 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 38 80 mm dia 39 100 mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
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30.
Drinking Water Supply and Sanitation #9168812 Technical Bid
Tender For Construction And Commissioning Of 4 No. Single Phase Tubewell With Reservoir Near Rehriya Dam Village Rehriya Gp Chandera Under Subdivision Bandikui District Dausa - 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Nominal bore 150 mm dia. 3 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 4 Nominal bore 150 mm dia. 5 Add 15% extra on above itemfor drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 6 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 7 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.150 mm Dia 8 Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 9 Above 2.0 KW 10 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 11 3 core 6.0 Sq.mm 12 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 13 100 Sq.mm, 4 core 14 Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended up to date, along with clamping of submersible cable etc. complete in all respect. 15 40 mm dia 16 Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of approved make, on pump delivery pipe. 17 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 18 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply 19 Up to 5.00 HP 20 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 21 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) 22 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 150 mm dia nominal bore of 4.80 mm thickness 23 Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 24 Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm 25 50 KL capacity 26 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.80 mm dia 27 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.100 mm dia 28 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.150 mm dia 29 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0, 80 mm HW 30 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0, 100 mm HW 31 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0, 150 mm HW
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
31.
Public Administrative Department #9159113 Technical Bid
Nagar Nigam Kota North Nal Department Tubewell And Handpump Work 7 Nit 2; 1 WORK NAME 2 Construction of tube well from ground level and upto 100 Metre depth and above sizes in all types of soils in alluvium strata by bailing method and without gravel packing as per IS : 2800 (Part-I & II) 1979 specifications (The work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and alsolowering of casing pipe but excluding cost of the casing pipe. The tube well should have a throughout bore as per nominal bore of casing pipe. The work would be completed after obtaining sand free water.). 150 mm dia nominal bore. 3 Construction of tube well 100 meter depth above in all type of rocks by DTH system and over burden, to accommdate casing pipe of following size in all types of soils and over burden including lowering of casing pipes,but excluding cost of casting pipes as per IS : 2800 (part-I & II) 1979specifications. the work would be completed after obtaining sand free water. the tube-well should have a throught bore as per nominal dia of casting pipe. 150 mm dia nominal bore 4 200 mm dia nominal bore 5 Supply of ERW M.S. black casing pipe ISI marked (IS : 4270/1992) of grade Fe 410 of following sizes at site of work. 150 mm dia nominal bore 6 200 mm dia nominal bore 7 Supply & fixing tube well cover of M.S. sheet ( 6 mm thick) with nuts and bolts complete for casing size. 150 mm dia nominal size 8 200 mm dia nominal bore 9 Installation of india mark II hand pump set, complete on existing plate form. 10 Constructions of 185 cm. dia platform as per approved design and drawing of UNICEF. 11 Supplying of india mark II hand pump set complete ISI marked with cylinder and ten conneting rods.etc. IS 1239 12 Supplying and instalaation of 32 mm dia G.I. pipe medium class IS 1239 marked in 3 m. length including all accessories and fittings required for installation of hand pump. 13 Wiring for sub mains ISI marked (IS : 694) 1100 volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. support wire duly clipped etc. as required. 14 P/Laying ISI marked P.V.C. insulated submersible cable confirming to IS ; 694 with flexible copper condactor including making connection etc. required.4.0 sq.mm 3 core flat/round 15 Providing of synthetic rope for submersible pump ISI marked (IS : 5175) of following sizes.12 mm (suitable up to 50 mm OD pipe) 16 Providing & fixing of HDPE pipe ISI mark (IS :4984/95) for water supply (suitable for submersible & jet pump) with required fittings.for vertical installtion 40 mm OD 6kg/cm2 17 50 mm OD 6kg/cm2 18 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. A ll as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively.. 1.5HP, 1-Ø, (11 - 94)Mtr, (40 - 10) LPM 19 2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM 20 SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . For single phase Submersible / Monoblock pump 2.0 HP to 3.0 HP (DOL starter)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Rajasthan View Result →
32.
Drinking Water Supply and Sanitation #9156510 Technical Bid
tender for Work Of Cons And Comm Of Tube Well And Providing, Laying, Jointing And Commissinoing Of Hdpe Pipe Line With Material And 2 Years Defect Liability Period At Balaji Vihar-06 Andshivdham Colony, Village- Benar With Daulatpura Sub Div Chomu Jaipur Work Of Cons And Comm Of Tube Well And Providing, Laying, Jointing And Commissinoing Of Hdpe Pipe Line With Material And 2 Years Defect Liability Period At Balaji Vihar-06 Andshivdham Colony, Village- Benar With Daulatpura Sub Div Chomu Jaipur - Work of construction and commissioning of tube well and providing, laying, jointing and commissinoing of HDPE Pipe Line with material and 2 years defect liability periodat Balaji vihar-06 & Shivdham Colony, Village- Benar with daulatpura Sub Division Chomu, District Jaipur. Sl. No. Item Description 1 2.1Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.2.1.2Nominal bore 200 mm dia. 2 2.11Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 2.11.2200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 3 2.12Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 2.12.3200 mm dia nominal bore of 5.4mm thickness 4 2.13Providing & laying ISI marked GI Pipe Light duty (Aclass) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 5 2.15Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.2.15.4 7.5 KW (10 HP) & head above 120 mtr. 6 2.18Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg s length 18and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.2.18.1Above 5 HP and up to 10 HP 7 2.19Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 2.19.13 core 4.0 Sq.mm 8 2.20Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.2.20.216.0 Sq.mm, 4 core 9 2.23Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2(for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.2.23.3200 mm dia 10 2.24Providing & Lowering in tube well ISI marked GI Pipe medium duty ( Bclass), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.2.24.250 mm dia 11 2.24Providing & Lowering in tube well ISI marked GI Pipe medium duty ( Bclass), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.2.24.365 mm dia 12 2.26Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.2.26.150 mm dia 13 2.27Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 14 2.3Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.2.3.2Nominal bore 200 mm dia. 15 2.3Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.2.3.2Nominal bore 200 mm dia. Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and up to 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr 16 2.30Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes2.30.165 mm dia 17 2.32Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 18 1.4 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 1.4.1HDPE PE-80PN-61.4.1.390 mm dia 19 4.1 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 20 4.5Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 21 4.7Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 22 4.8Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.4.8.1 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 23 6.1 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.1.1Manually Operated CI Sluice valve of Class PN-1.06.1.1.180 mm HW
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Rajasthan View Result →
33.
Drinking Water Supply and Sanitation #9156501 Technical Bid
tender for Work Of Construction And Commissioning Of Tube Well And Providing, Laying, Jointing And Commissinoing Of Hdpe Pipe Line With Material And 2 Years Defect Liability Period At Rwss Ward No-5 Narsinghpura Vill Narsinghpura Sub Div Govindgarh, Dist Jaipur, Work of construction and commissioning of tube well and providing, laying, jointing and commissinoing of HDPE Pipe Line with material and 2 years defect liability period at Ward no-5 Narsinghpura Vill-Narsinghpura Sub Division Govindgarh, District Jaipur. Sl. No. Item Description 1 2.1Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.2.1.2Nominal bore 200 mm dia. 2 2.11Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes2.11.2200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 3 2.12Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 2.12.3200 mm dia nominal bore of 5.4mm thickness 4 2.13Providing & laying ISI marked GI Pipe Light duty (Aclass) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 5 2.15Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.2.15.4 7.5 KW (10 HP) & head above 120 mtr. 6 2.18Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg s length 18and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.2.18.1Above 5 HP and up to 10 HP 7 2.19Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 2.19.23 core 6.0 Sq.mm 8 2.20Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.2.20.216.0 Sq.mm, 4 core 9 2.21 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I.Bclass watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 10 2.23Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2(for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.2.23.3200 mm dia 11 2.24Providing & Lowering in tube well ISI marked GI Pipe medium duty ( Bclass), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.2.24.250 mm dia 12 2.26Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.2.26.265 mm dia 13 2.3Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.2.3.2Nominal bore 200 mm dia. 14 2.3Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.2.3.2Nominal bore 200 mm dia.Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr 15 2.3Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.2.3.2Nominal bore 200 mm dia. Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 16 2.30Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes2.30.165 mm dia 17 2.32Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 18 6.8 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/ 410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.8.1Manually Operated Resilient Seated Sluice Valves of Class PN 1.66.8.1.180 mm dia 19 1.4 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 1.4.1HDPE PE-80PN-61.4.1.390 mm dia 20 4.1 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 10
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34.
Public Administrative Department #9129903 Technical Bid
Tender For Nagar Nigam Kota South First Zone And Second Various Palace Boring And Tubewell Work Nit 6 - 1 WORK NAME 2 Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). Upto 100 Meter depth. Nominal bore 150mm dia 3 Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipeNominal bore 150mm dia 4 Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200 mm dia Nominal bore 5 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work. 200 mm dia 6 Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size200 mm dia 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work. 150 mm dia 8 Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size: 150 mm dia 9 Installation of submersible motor pump set in tube-well/open well complete (labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose 10 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 4.0 Sq.mm 3 core flat / Round 11 Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. for vertical installation. 40 mm OD 6 kg / cm2 12 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. 2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM 13 SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. For single phase Submersible / Monoblock pump 2.0 HP to 3.0 HP (DOL starter) 14 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in-charge. Internal work - Exposed on wall PN - 16 Pipe, 20 mm OD 15 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in-charge. Internal work - Exposed on wall PN - 16 Pipe, 25 mm OD 16 Providing & Fixing in position, MS fabrication work using angles, sqr tubes, c channels etc for various partition frame as per Design & Instructions & Complete in all aspects . including all materials labour, finishing etc complete 17 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 18 Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. 19 Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR. 12mm (suitable up to 50 mm OD pipe) 20 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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35.
Public Administrative Department #9108522 Technical Bid
Tender For Construction Of Recharge Well Near Eye Hospital Churu - Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). Nominal bore 250 mm dia 2 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work. 250 mm dia 3 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: 4 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 5 Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 6 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) 7 Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 8 Stone slab roofing on ground floor with fine grained stone slab 90mm average thickness from approved quarry including filling of joints slab in cement sand mortar 1:4 with ceiling pointing in cement sand mortar 1 : 3 complete as per specification for span: Above 2.00 metre and up to 2.50 metre 9 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification. With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
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36.
Drinking Water Supply and Sanitation #9107153 Technical Bid
tender for Work of construction of Sources, rising main pipelines,CWR, OHSR,Pump house internal village distribution pipeline and FHTC including one year Defect Liability period of Village Titpuri under Sub division Kathumar under JJM in the jurisdiction of PHED Division kathumar (Alwar) Sl. No. Item Description 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Nominal bore 200 mm dia. 3 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 4 Nominal bore 200 mm dia. 5 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 6 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 7 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 8 200 mm dia 9 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 10 200 mm dia nominal bore of 5.4mm thickness 11 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 12 9.3 KW (12.5 HP) & head above 120 mtr. 13 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 14 3 core 6.0 Sq.mm 15 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16 16.0 Sq.mm, 4 core 17 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 18 50 mm dia 19 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 20 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 21 80 mm dia 22 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 23 Manually Operated CI Sluice valve of Class PN-1.0 24 80 mm HW 25 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 26 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 27 80 mm dia 28 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 29 Above 10 HP and up to 15 HP 30 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 31 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 32 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 33 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size). 34 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work : 35 80 mm dia. nominal bore 36 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 37 HDPE PE-80PN-10 38 90 mm dia 39 110 mm dia 40 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 41 HDPE PE-80PN-10 42 125 mm dia 43 140 mm dia 44 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 45 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 46 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 47 60 mm thick. 48 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 49 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 50 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 51 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 52 300 mm Dia 8 mm thick casing pipe. 53 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 54 HDPE PE-80PN-6 55 75 mm dia 56 90 mm dia 57 110 mm dia 58 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 59 HDPE PE-80PN-6 60 125mm dia 61 140 mm dia 62 160 mm dia 63 180 mm dia 64 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 65 200 mm 66 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 67 Manually Operated CI Sluice valve of Class PN-1.0 68 80 mm HW 69 100 mm HW 70 150 mm HW 71 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 72 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 73 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 74 60 mm thick. 75 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 76 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 77 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 78 RCC Valve chamber (4 No.) 79 Earth work In excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed. All type of Soil 80 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size) 81 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 82 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick) 83 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : 84 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coares sand : 4 graded stone aggregate 20mm nominal size) 85 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal 86 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 87 MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 88 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 89 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 90 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 91 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 92 75 KL capacity 93 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 94 100 mm 95 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 96 Manually Operated CI Sluice valve of Class PN-1.0 97 100 mm HW 98 150 mm HW 99 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. 100 d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j)Providing and fixing water level indicator(float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. 101 l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 102 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 20 M 103 300KL capacity 104 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 105 100 mm 106 150 mm 107 200 mm 108 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 109 Manually Operated CI Sluice valve of Class PN-1.0 110 100 mm HW 111 150 mm HW 112 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 113 BFM 100 mm 114 BFM 150 mm 115 BFM 200 mm 116 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 117 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 118 11 KW (15 HP) 119 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.35.0 Sq.mm, 3.5 core 120 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 121 3 core 10.0 Sq.mm 122 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 123 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 124 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.100 mm dia 125 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 126 MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 127 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 128 Manually Operated CI Sluice valve of Class PN-1.0 129 100 mm HW 130 150 mm HW 131 Recharge structure 132 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 133 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia 134 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia 135 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 136 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) 137 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 138 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 139 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 140 Size 9 to 12 mm 141 Size 3 to 5 mm 142 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 143 120cm. high fencing with angle ironposts50x50x6mm.placedat every 3 Mtr. apart 30cm. in ground embeddedincementconcrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed 144 with G.I. staple including earth work in excavation etc. complete. 145 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 146 Providing and laying in position cementconcreteincludingcuring, compaction etc. complete in specifiedgradeexcludingthecost ofcenteringandshuttering-All work up to plinth level. M15 grade Nominal Mix 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size). 147 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) 148 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 149 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 150 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 151 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 152 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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37.
Drinking Water Supply and Sanitation #9100875 Technical Bid
tender for Jjm Village Nangal Singhal Ps Mundawar - Providing & commissioning of Solar Energy based water pumping systems and P/L/J of pipe line to provide FHTCs in Village Nangal Singhal PS Mundawar including comprehensive maintenance for a period of 5 years of Division Bhiwadi NCR under JJM Sl. No. Item Description 1 Drilling Work 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. Nominal bore 150 mm dia.(PHED 2021/2.1.1) 3 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.Nominal bore 150 mm dia. (PHED 2021/2.3.1) 4 Add 15% extra on above itemfor drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. . (PHED 2021/2.3.3) 5 Add 30% extra on above item for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr .(PHED 2021/2.3.4) 6 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) (PHED 2021/2.11.1) 7 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985 150 mm dia nominal bore of 4.8 mm thickness (PHED 2021/2.12.2) 8 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 150 mm. dia.(PHED 2021/2.23.2) 9 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. (PHED 2021/2.24) 10 32 mm dia (2.24.1) 11 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-6 (PHED 2021/1.4.1) 12 75 mm dia( 1.4.1.1 ) 13 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 (PHED 2021/6.1.1) 14 80 mm HW (6.1.1.1 ) 15 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil.(PHED 2021/4.1 16 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. (PHED 2021/4.5) 17 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)(PHED 2021/4.9) 18 60mm Thick (4.9.1) 19 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).(PHED 2021/4.8.1) 20 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. (PHED 2021/4.7) 21 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)(PHED 2021/1.11.1 ) 22 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. (PHED 2021/1.22 ) 23 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. (1.22.1) 24 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. (PHED 2021 / 1.26) 25 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. (PHED 2021/1.23) 26 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge. (PHED 2021/1.25) 27 Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On thePolyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item . The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701,ISI marked, indicating the BIS license No.) of approved make with cover. Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled . Note: There shall be 5 year service warranty for structure, tank, fittings etc. andsuitable provision shall be included in tender document. (PHED BSR 2021 / 10.8 ) 28 7500 Liter X 2 Nos. PE water tank, staging 12 meter. (10.8.4) 29 Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank and installation ofPV module on above structure as per approved design and drawings. Mountingstructure shall be suitably designto withstand wind velocity up to 150km/hr. The work shall be as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge.This item does not include cost of OHSR/ MS fabricated structure with tank but includes cost of items required for installation of solar panels on top of the tank.Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document.(PHED BSR 2021 / 10.4 ) 30 Providing, installation, testing and commissioning of AC submerssible pump sets with inbuilt or individual solar pump controllerwith Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps..Solar pumpshall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switchbe provided. The cable shall be ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge. (PHED 2021/10.5.4) 31 3.7 KW (5.0 HP) 32 Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technical specification and as per direction of Engineer. (PHED BSR 2021 / 10.7 ) 33 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil ( PWD2019/B1/1.6 ) 34 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia ( PWD2019/S4/4.24.1 ) 35 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia ( PWD2019/S4/4.25.1 ) 36 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. ( PWD2019/B-4 /4.9 ) 37 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) ( PWD2019/B-4 /4.13.2 ) 38 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix ( PWD2019/B-4 /4.1 ) 39 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). ( PWD2019/S4/3.1.2 ) 40 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 41 Size 9 to 12 mm ( PWD2019/S4/4.28.1 ) 42 Size 3 to 5 mm( PWD2019/S4/4.28.2 ) 43 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.( PWD2019/S4/4.29 )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
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38.
Drinking Water Supply and Sanitation #9100834 Technical Bid
Tender For Work Of Construction Of 05 No Of 200Mm Dia Tubewell And Providing Work Of Construction Of 05 No Of 200Mm Dia Tubewell And Providing Laying And Jointing Of Pipeline Including Two Year Defect Liability Period At Rwss Hamindpur Khohri Dahami Untoli And Vijaysinghpura Under Vidhansabha Behror In The Jurisdict, Work of construction of 05 no. of Sources, rising main pipelines of two year Defect Liability period of Village Hamindpur, Khohri, Dahami, Untoli and Vijaysinghpura in VS Behrorin the jurisdiction of PHED Division Behror . Sl. No. Item Description 1 Drilling Work 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. Nominal bore 200 mm dia. 3 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.Nominal bore 200 mm dia. 4 Add 15% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 5 Add 30% extra on above item(Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 6 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes . 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 7 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.200 mm dia 8 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 200 mm dia nominal bore of 5.4mm thickness 9 Supply & Installation of 3 phase ISI marked submersible motor pump set of five star (if not available then three/ four star whichever higher rating available) rating by BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 10 11KW (15 HP) & head above 120 mtr. 11 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 12 3 core 6.0 Sq.mm 13 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core 14 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 15 50 mm dia 16 80 mm dia 17 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 18 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes. 80 mm Dia 19 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 20 above 15.0 HP and up to 20.0 HP 21 Rising Main Pipe line 22 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-10 23 90 mm dia 24 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 25 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.. Manually Operated CI Sluice valve of Class PN-1.0 26 80 mm HW
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 9
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39.
Drinking Water Supply and Sanitation #9093212 Technical Bid
Rural Water Supply Of Village Kirarod And 07 Dhanis Rural Water Supply Of Village Kirarod And 07 Dhanis (Habitations) In Gram Panchayat Jodhpura For Providing Functional Household Tap Connections Under Jal Jeevan Mission, Tehsil Paota - Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 2 HDPE PE-80PN-6 3 75 mm dia 4 90 mm dia 5 110 mm dia 6 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 7 HDPE PE-80PN-6 8 140 mm dia 9 160 mm dia 10 180 mm dia 11 200 mm dia 12 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 13 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 14 Manually Operated CI Sluice valve of Class PN-1.0 15 At Pipe line 16 80 mm HW 17 100 mm HW 18 125 mm HW 19 150 mm HW 20 200 mm HW 21 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 22 For Class-A loading 23 Sluice valve chamber of size1.17m x0.95m x1.47m for pipe size-from 125-to-150mm 24 Sluice valve chamber of size1.26m x1.185m x1.88m for pipe size-from 200-to-300mm 25 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 26 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 27 bituminous road (average thickness 300 mm) 28 Granular courses 29 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 30 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 31 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 32 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer.Class PN 1.0 33 100 mm dia. 34 150 mm dia. 35 200 mm dia. 36 RECHARGING SHAFT 4 NOS. 37 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.(2.1 PHED 2022) 38 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 39 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 40 Filter 41 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 42 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 43 m20 44 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 45 Filter 46 Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed/TMT steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead and lift up to floor five level complete. 47 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 48 40 mm Aggregate 49 Filter 50 For Borewell 51 borewell 52 20 mm Aggregate 53 Filter 54 For Borewell 55 Filter+For Borewell 56 10 mm Aggregate 57 Filter 58 For Borewell 59 Filter+For Borewell 60 Sand GKN BSR 2019(Material Item No. 5.5) 61 Filter 62 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 63 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Rajasthan View Result →
40.
Educational and Research Institute #9090098 Technical Bid
Tender For Construction Of Kgbv Type-Iv (Class 9 To 12) Saipau Dholpur - CONSTRUCTIN KGBV TYPE IV ( CLASS 9-12) SAIPAU IN COMPLIANCE OF HONOURABLE CM BUDGET ANNOUCEMENT UNDER NABARD RIDF XXVII / THE STATE BUDGET HEAD Sl. No. Item Description 1 Earth work in excavation by mechanical means (Hydraulic Excavator ) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 2 Supply & stacking good earth at site complete including loading , unloading and transportation etc &Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50 Mtr. and lift upto 1.5 Mtr. 3 Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 (1 cement:4 Coarse sand :8 gradeed stone aggregate 40 mm nominal size). 4 Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth levelM 10 grade nominal Mix1:3:6(1 cement:3 Coarse sand : 6 gradeed stone aggregate 20 mm nominal size). 5 Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 6 Providing and laying in position specified grade ofcement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement M20 grade Nominal Mix / Design Mix 7 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor r Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 8 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor ColumnsM20 grade Nominal Mix / Design Mix 9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings, strap beam, raft, bases of columns etc. 10 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : 11 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 12 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. 13 Providing and fabricating reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding(including cost of binding wire) all complete up to floor five level. TMT bars (conforming of relevent IS code) 14 Brick work with Fly ash F.P.S. Bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cementmortar 1: 6 (1 cement : 6 coarse sand) 15 Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 75 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 6 (1 cement : 6 coarse sand) 16 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in cement mortat 1:6 (1-Cement: 6- Sand) 17 Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges Kota stone minimum 30mm thick. 18 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jalore P White / S WhiteZ Black / Rosy pink color Above 3601 SqCm Slabs 19 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS : 15622of size 200mm x 300mm in walls, floors steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match theshade of the tile complete (excluding the cost of cementplaster on walls and pillar.)Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown,light green, light blue and other light shades in glazedtiles and MAT finished tiles, Extra for using size above 200x300mm in glazed tiles andfor using 400mm x 400mm MAT finished tiles in place of300mm x 300mm size 20 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in thewhite cement mixed with pigment to match the shadeof the tile complete (including the cost of cement mortar bed 1:4) 21 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure A 35 mm thick. Commercial Veneer both side 22 Providing double leaf door shutter instead of single leaf door shutter 23 Extra for cutting rebate in flush door shutters for making double leaf shutter (Total area of the shutter to be measured) 24 Extra for providing external lipping with 2nd class teak wood battens 6mm minimum depth on all edges of shutters (over all area of door shutter to be measured) 25 Providing and fixing curtain rods of 1.25 mm thick chormium plated brass plate, with two chromium plated brass brackets fixed with c.p. brass screws and wooden plugs, etc. wherever necessary complete 20mm 26 Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of T-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension).Collapsible steel shutters 27 Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm longembedded in C C block 15 x 10 x 10 Cm of 1:3:6 nominal concreteand including fixing of pivoted hinges of superior quality, windowshutters made out of 50 x 25.0 mm hollow steel section 15 mm paitamof 18 gauge thickness, joint mitred and grinded including 10mm x10mm square bars welded to frame for paitam fixing float glass 4mmthick panes with glazing clips and metal sash putty and fixing ofshutters frames peg stay, U shape handle 100 mm long, tower bolts100 mm long of steel powder coated superior quality including fixingand jointing with frame hinges priming coat with steel primer completein all respect as per direction of Engineer-in –chargeWindow openable 28 Extra for additional shutter in pipe section windows with wire gauge 14 mesh x 24 gaug 29 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : 30 ProfileB 31 Providing and fixing in CM 1 : 4 double paitam (rebated) stone door window and ventilator frames of approved quarry : 32 Size 100 x 75 mm. 33 Guard Bars: P&F square bars or other flat welded to window/ventilators etc., Guard bar 12 x12mm 34 Providing and fixing M.S. sheet 1 mm thick single leaf door shutter in angle iron frame 35X35X5mm suitabilly diagonally braced with 25X3mm flat iron above and below lock rail of size 50X5mm beading extra including all fittings as peer direction of engg. incharge but excluding cost of chowkhats including two coats of anit- corrosive red oxide primer paint 35 Providing and fixing of double leaf steel shutter for cupboard, the frame is made of pressed steel ISI section 80x25 mmx 1.25 mm thick with 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt higes, sliding doors bolts, handles, tower bolts and twin peg etc complete including applying priming coat of approved steelprimer of red oxide zinc chromate and spray paintin in approved shade with deco paint of approved quality complete as per direction of Engineer In Charge 36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 37 Grading roof for water proofing treatment withwater proffing compound: Cement concrete 1: 2: 4 (1 cement: 2 Course sand: 4 Greded stone aggregate 20 mm nominal size) 38 Crazy marble stone flooring 20mm thick marble stone withblack or of specified colour topping including filling the gapswith cement marble chips mix in proportion of 4 : 7 (4cement7 white black or white or black marble chips) size from 1mm to4mm by volume and under layer of 25mm thick cementconcrete [1:2:4, graded stone aggregate 12.5mm nominal size]rubbing and polishing and cement slurry etc. complete :In ordinary cement. 39 Providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement ; 2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand ) as per standard design 40 Making khurras450 x 450mmwith average minimum thickness 50 mm cement concrete 1:2:4 over P.V.C sheet 1 mtr. X 1 x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement rounding edges and making and finishing the out let complete 41 Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm 42 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete(For area of each slab upto 2001Sqcm) 43 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) Light shade using shade cement.P 44 Filling of sunk portion of roof with earthen postof required height including filling voids with 1;3;6 light concrete, using brick bats complete leveling and dressing the surface by 50mm thick cement concrete 1;2:4 as per specification 45 Toilet Block 46 Random rubble dry stone Kharanja under floor. 47 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 48 20 mm thick 49 12mm Thick. 50 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3 - fine sand) 51 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 52 New Plastered Surface (three or more coats) 53 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: 54 Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 55 A. Ceiling And Inner wall Area 56 Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specificationsincluding primer coat and protecting coat 57 Roller Finish av. thickness 400 to 500 microns. 58 Applying priming coat with ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. 59 PANTING ON DOORS & WINDOWS:- Painting with syntheitic enamel paint of approved brand and manufacture in all shade to give an even shadenew steel work (2 or more coat on new work). 60 Providing and fixing to existing door frames. 30mm thick factory made solid panel PVC door shutterconsisting of frame made out of M.S. tubes of 19 gaugethickness and size of 19mm x 19mm for stiles and 15 mmx15mm , top & bottom rails. M.S .frame shall have a coat ofsteel primers of approved make and manufacture M.S. framecovered with 5mm thick heat moulded PVC „C channel of size30mm thickness, 70mm width out of which 50mm shall be flatand 20mm shall be tapered in 45 degree angle on either sideforming stiles; and 5mm thick, 95mm wide PVC sheet out ofwhich 75 mm shall be flat and 20mm shall be tapered in 45degree on the inner side to form top and bottom rail and115mm wide PVC sheet out of which 75 mm shall be flat and20mm shall be tapered on both sides to form lock rail. Topbottom and lock rails shall be provided either side of the panel.10mm (5mm x 2) thick, 20mm wide cross PVC sheet shall beprovided as gap insert for top rail & bottom rail. Panelling of5mm thick PVC sheet to be fitted in the M.S. frame welded/sealed to the stiles & rails with 7mm (5mm +2mm) thick x15mm wide PVC sheet bending on inner side, and joinedtogether with solvent cement adhesive. An additional 5mmthick PVC strip of 20mm width is to be stuck on the interiorside of the „C Channel using PVC solvent adhesive etc.complete as per direction of Engineer-in-charge,manufacture‟s specification & drawing.(For W.C.andbathroom door shutter) 61 Add For Other Facility Development 62 Sanitory 63 P&F indian type white glazed vitreous china 1st quality W.c. orissa pan (IS : 2556 mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: size 530X410 mm 64 P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor 65 P&F water closet seat covers with brass hinges complete: solid PVC (IS 2548 marked) grade-I white for EWC. 66 P&F C.P. lugs for toilet seat cover. 67 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVCbend as per IS : 7231 . 68 P&F WVC wash basin (Ist quality, I.S. :2556 mark) of approved make with C.I. brackets duly painted, 1No. 15 mm c.P. pillar cock(IS:8934 mark)& 32 mm C.P. brass waste coupling of approved make, 25mm G.I. waste pipe complete including cutting & making good the wall size 510 mmX400 mm 69 P&F kitchen & lab sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, c.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up- to floor level complete including cutting and making good the wall & floor: 1.0 mm thick salem stainless steel AISI- 304 & IS 13983-1994 kitchen sink of approved make as per engineer-in charge with large waste coupling overall size 24X18X8 inches Bowl size 20X16X8 inches 70 P&F Beveled edge Mirror of special glass of approved make (Atul/ equivalent) complete with 6mm thick asbestos cement sheet ground fixed to wooden screws and washers. Size other sizes 71 P & F Towel Rail or Ring of approved quality/ make: C.P. brass towel rail elbow type with concealed screws size 450 mm (Heavy duty) 72 P & F Grating of approved quality /make Stainless steel sheet size 125 mm dia 73 P & F jet spray for water closet with C.P. Copper tube flange of approved make 74 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) 75 20mm nominal outer dia pipes 76 25 mm nominal outer dia pipes 77 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.(External work). 78 A.15mm dia Nominal Bore B class 79 B. 25mm dia Nominal Bore B class 80 Making connection of GI distribution branch with GI main including all fitting. Upto 25mm dia 81 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. 82 P & F Stop Cock (IS :8931 Mark), superior quality & of approved make: Brass 400 gm. 15mm nominal bore. 83 P & F Push Cocksuperior quality & of approved make: C.P. Brass 15mm nominal bore. 84 P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete : Brass wt.600 gm, 25mm. 85 P&F pillar cocks(IS; 8934 mark) of superior quality and approved make. C.P. pillar cock, 15 mm dia nominal bore 86 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection 15mm.Brass (IS : 8931 marked) 87 P&F 15 mm dia connection pipe of approved quality/ make PVC Pipes with nuts 450mm. 88 P&F Flush Cock/Flush valve (IS :9758) for WC of approved make CP brass 25 mm nominal bore. 89 P&F Full way valve (IS:778 Mark) or wheel valve of approved make. 90 (A)Gun metal 15 mm nominal bore. 91 (B)Gun metal 25 mm nominal bore. 92 P & F PVC Storage tank (IS 12701 marked indicating the BIS licence No.) of approved make with cover, 25mm dia 1M long G.I. Over flow pipe and 25 cm long wash out pipe with plug & socket including making connection etc complete of approved design. 93 1000 Ltr. 94 500 Ltr. 95 P& F rigid PVC Pipe (IS 4985 Mark) Class 2nd /(4 kg /sqcm) approved quality / Make including joining the pipe with solvant cement rubber ring and lubricant. 96 (A)110 mm dia. 97 (B) 160mm dia. 98 plain Tee 110mm dia 99 Door Tee 110 mm dia 100 Door Y 110 mm dia 101 Bend 87.5 110 mmdia 102 W.C.Connector with lipring 110 mm dia 103 plain floor trap 110 mm dia 104 Gully trap 110 mm dia 105 Construction of manhole in all type of soil inner size 90X60 cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C flooring, making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C flooring, cement cover with frame of 450 mm dia, earthwork etc. complete as per design including disposal of surplus earht within 50 mtr. lead. Depth up to 0.5m 106 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 107 Inside size 300 X 300 mm depth upto 0.5 MCement cover with frame. 108 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring, earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: 3.24.1 Size 300 Cm. dia outside & 300Cm. depth . 109 Construction of Septic Tank in all type of soil with 40 cm thick masonry with CM 1:6, 15cm thick CC bed of 1:5:10 M15 grade CC flooring & over stone slab covering, 80 mm thick slab jointing of slab in in CM 1:3, Ralthal, Kharanja 50 mm thick stone partition walls , 20 mm thick plaster in CM 1:6 finished with neat floating cement , 4 nos. CI foot rest of approved design , 2 nos 450 mm dia 25 kg each CI cover with frame earth work etc completeas per approved drawing including disposal of surplus earth within a lead of 50 Mtr. Size 400x140x150cm ( for 50 users ) 110 Construction of Septic Tank in all type of soil with 40 cm thick masonry with CM 1:6, 15cm thick CC bed of 1:5:10 M15 grade CC flooring & over stone slab covering, 80 mm thick slab jointing of slab in in CM 1:3, Ralthal, Kharanja 50 mm thick stone partition walls , 20 mm thick plaster in CM 1:6 finished with neat floating cement , 4 nos. CI foot rest of approved design , 2 nos 450 mm dia 25 kg each CI cover with frame earth work etc completeas per approved drawing including disposal of surplus earth within a lead of 50 Mtr. Size 200x100x130 cm.(for 10 users) 111 Construction of Open Surface Drain with 112mm thick brick masonry in CM 1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 150mm drain,225mmm av. Depth 112 Electric 113 Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694)and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)in recessed ISI markedMMS ( IS:9537 P - III ) vergin material PVC conduit & its all accessories( J.B. , Bends etc.) , round tiles,18 SWG Hot Dipped Galvanized Modular Box with earth terminal, 6 A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / lamp Holder/ 3 pin connector , screws etc, making connections,all as per pre approved by Engineer in charge, testing etc. complete as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessoriesrefer Chapter E - 04, E - 05 & E - 07 . For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 114 Short point (up to 3 mtr.) 115 Medium point (up to 6 mtr) 116 Long point (up to 10 mtr) 117 Wiring of twin control light / fan / call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694)and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)in recessed ISI markedMMS ( IS:9537 P - III ) vergin material PVC conduit & its all accessories( J.B. , Bends etc.) , round tiles,2 nos. 18 SWG G.I. box with earth terminal,2 Nos 6 A two way switch,3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 -1995),Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessoriesrefer Chapter E - 04, E - 05 & E - 07. . For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 118 Medium point (up to 6 mtr) 119 Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694)and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)in recessed ISI markedMMS ( IS:9537 P - III ) vergin material PVC conduit & its all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal of required size,6 Aswitch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 -1995),Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge,making connections, testing etc. complete as required. For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessoriesrefer Chapter E - 04, E - 05 & E - 07. For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 120 On board 121 S&F following sizes (dia.) of ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit as per PWD specification for electrical Works along with its accessories (IS: 3419 ) as requiredinrecess includingcutting the wall, covering conduit and making good the same as required. All relative and latest acceptance tests reports by any NABL accredited lab for the conduit shall be submitted before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 122 25 mm dia 123 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.99% purity copper, class 5 stranding in acc. to IEC 60228 forlower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4,, in existingsurface or recessed PVC/ MS conduit/casing capping includingall as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 124 2 x 1.5 sq. mm 125 2 x 2.5 sq. mm 126 2 x 4 sqmm 127 Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load andsite requirement) 4KV impulse withstand voltage,as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted withexisting distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A ratingincluding making connections, testing etc. as required.. OEM shall have submitNABL / CPRI / ERDA accrediated lab test reportsbefore execution & All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 128 6 A to 32 A rating 129 50 A to 63A rating 130 Providing & Fixing of IK09 recessed/surface mounting heavy duty horizontal type sheet steel of 1.6 mm thickDistribution board as per PWD specificationfor electrical Works ISI marked conforming to IS-13032 & IS-8623 / conforming to IEC 61439-3. Phosphatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link , connecting wire of suitable rating and din bar,masking sheet, including making internal DBterminations with copper lugs and with detachable gland plate, including making connections, testing etc. as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab test reportsbefore execution & All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 131 Double door(Single Phase) 8 way 132 Double door(Single Phase) 16 way 133 Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminiumhousing with in built driver, System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 134 1170mm(+/-10%) LED batten with min. lumen output 2200 lm 135 Providing & Fixing of energy efficient direct fit (Retrofit)Polycarbonate/ GlasshousingSMD Mid Power LED tube rod(with integral driver & alumn. heat sink ), on existing fixture.system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum35000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1200mm , Min. Lumens output 2000 lmLED Tube rod with Polycarbonate Housing 136 Pipe Earthingas per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. B class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm. and embodying the pipecomplete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 137 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles,making connection with GI/Cu purity purity >95%thimble etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR10 SWG tinned copper. Wire 138 Providing & Fixing of Heavy duty capacitor start, copper woindDouble ball bearing900/1400 RPM single phaseExhaustfan as per PWD specification for electrical Works, conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. OEM shall be an ISO certified company. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 139 300 mm sweep (900/1400 RPM) 140 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-armoured / Armouredaluminiumcable of 1.1 KV grade as per PWD specification for electrical Worksin existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench, on existing cable trays or on surface etc.including making necessary connection, testing etc. as required of size andas per points (a), (b), (c), mentioned below:- Un-armoured 6 sqmm 4 core 141 Providing & Fixing of ISO Certified company made BEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanas per PWD specification for electrical Works, conforming to IS:374-2019, & IS:1885 -P-V- 1981. with down rod up to 30 cm with secondary support safety cable ( steel wire ) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 142 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) 143 Providing & Fixing of 3 Way Connector equivalent to 3 pin ceiling rose for False Ceilingas per PWD specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 144 Providing & Fixing of ISI marked (IS :3854) 16 amp. flush typenon modular switch as per PWD specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material , minimum width of switch toggle should not less then18 mm, brass terminal & captive screws including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 145 Providing & Fixing ofof 3 pin 6 amp. flush typenon modular socket as per PWD specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal with Porcelain based back cover & captive screws including cutting hole in tile and making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 146 Providing & Fixing of ISI marked (IS:1258)6 ampbatten/angle lampholder as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screws including making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 147 P & F 18 swgM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 148 Providing & Fixing of modular type Step Fan regulator duly ISI marked (IS :11037) as per PWD specification for electrical Works,made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating , minimum width of 1 module switch toggle( PUSH PART ) should not less then 20mm,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 149 Supply , Installation, Testing and Comissioning of Unmanaged Switch Plug-and-play - easysetup with no configuration or no software needed, following Port fast ethernet - 8 port10/100 MBPS auto-negotiation RJ45 ports, IEEE 802.3x flow control ,supports auto MDI/MDIX, eliminating the need for crossover cables including making connection etc asrequired complete in all respect. All as per pre approved by Engineer in charge. Foradditional technical parameters of products/ work , refer Annexure A attached with this 150 8 Port 151 24 Port 152 Supply, Drawing and Testing of 4 pair, 23 AWG Solid Bare Copper wire insulated with PVC,UTP (Unshielded Twisted Pair), Category 6, Class E, 100 Ohm Impedance, Indoor Cable asper latest ammendments of ANSI/TIA/EIA-568 , The copper conductors should be balancedtwisted in pairs, seperated by a cross-member fluted pair divider & protected by PVCJacket. Certified performance in a 4-connector configuration upto 100 Mtrs channelrequirements & transmission frequencies up to 250 Mhz. in existing MS/PVCConduits/casing capping including making connections to Information outlets and PatchPanels with jack & ferruling at both ends for identification with necessary tools forpunching, stripping, crimping and testing etc as required complete in all respect. All as perpre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 153 Providing & Fixing of following modular accessories as per PWDspecification for electrical Works, made out of unbreakable and fireretardant vergin poly carbonate with brass terminals and captive screws &silver alloy contact tip with IP-20 rating , including all as per pre approvedby Engineer in charge,making connections, testing etc. as required. Foradditional technical parameters of product / work refer Annexure Aattached with this BSRRJ-45, Cat 6 computer jack with shutter 154 Supply & Fixing of Water + AFFF 6% Mechanical Foam type Fire Extinguisher(Stored Pressure type) conforming to IS:15683:2018 , Powder coated Internal& External Surface Deep drawn cylinder body of Mild Steel CR2 gradeconforming to IS: 513, Squeeze grip Forged brass release valve with Inbuiltsafety release device, Diaphragm Type, 0 to 25 bar range pressure gauge, 450mm long EPDM discharge tube, QR code for Product Traceability includingFixing on wall with suitable Anchor Fasteners as required of followingcapacity. Test Certificates of all the Parameters along with Hydro test & Bursttest (For Cylinder Body) Certificate from OEM / External NABL AccrediatedLab is to be submitted. All as per pre approved by Engineer in charge. Foradditional technical parameters of products/ work , refer Annexure Aattached with this BSR .Capacity - 9 Ltrs. 155 Providing & Fixing of 240/415 V isolator as per PWD specification for electrical Works with ISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization catagory, 4KV impulse withstand voltage,true contact indication,Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting,minimum phase termination capacity of 35sq.mm. , label holding facility , IP 20 contact protection and fitted with existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab test reportsbefore execution & All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 156 Providing & Fixing of 18 SWG G. I. / M .S. Sheet boxesas per PWD specification for electrical Works, duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) in recessed/surface as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 157 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixturemade of powder coated single piece pressure die cast aluminum material with heat dissipation fins onhousing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with Highvoltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85%,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaireshall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrswith Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4KV internal and min 10 KV external inside driver compartment. driver should be Phase to phaseprotection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housingto allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its ownin house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report withliable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineerin charge. For additional technical parameters of products/ work , refer Annexure A attached with 158 Supply and erection of Mild steel Swaged tubular pole conforming to IS: 2713-1980 (part I to II) withbase plate, The pole shall be made from steel tube & Pipe (IS:1141, Fe 410) including excavation of the pitand filling the same with C.C. of M-20 grade (1:1.5:3) from base plate to 50 cm above ground level, withthe help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mmouter dia around the pole. Duly finished with cement plaster, earthing terminals, cable entry with 32 mmdia. B class GI cable sleeves. After eraction pole shall be painted with two coat of red oxide primer andtwo quote of enamel paint of silver colour as per the direction of Engineer incharge complete as requiredof following height & designation. ( See Table P - 02 for specs. ) All as per pre approved by Engineer incharge. For additional technical parameters of products/ work , refer Annexure A attached with thisBSR 7.5 Mtr. ( 410 SP - 5 ) 159 Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coatingthickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sectionsdesigned to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheetsteel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuouslytapered with single longitudinal welding. There shall not be any circumferential welding. The welding ofpole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with therigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. frominside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at theelevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud typeconnector ( 4 nos) inside the pole at door opening for cable connection of following length and dimensionas per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All asper pre approved by Engineer in charge. For additional technical parameters of products/ work , referAnnexure A attached with this BSR12 Mtr 160 Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressurediecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beamangles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number havingefficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System levelLuminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff@>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA.driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min>=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hourswith 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/NameEngraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shallbe IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LEDfixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shallbe submitted. All as per pre approved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure A attached with this BSR . High power LED flood light Minimum Lumen output 43750 Im 161 Boundry 162 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 163 Supply & stacking good earth at site complete including loading , unloading and transportation etc &Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50 Mtr. and lift upto 1.5 Mtr. 164 P.C.C. IN FOUNDATION Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 (1 cement:4 Coarse sand :8 gradeed stone aggregate 40 mm nominal size). 165 Random Rubble stone masonry with hard stone in superstucture above plinth level and upto five level wall upto 30 cm and less thickness cement sand mortar 1:6 (1-Cement: 6- Sand) 166 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 167 STONE MASONRY IN SUPER STRUCTURE Random Rubble stone masonry with hard stone in superstucture above plinth level and upto five level wall upto 30 cm and less thickness cement sand mortar 1:6 (1-Cement: 6- Sand) 168 Pillar Masonary :- Random Rubble stone masonry with hard stone in superstucture above plinth level and upto five level for square or rectangular pillers cement sand mortar 1:4 (1-Cement: 4- Sand) 169 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 20 mm thick 170 Exterior Finishing: Finishing wall with water proofing cement paint of appd brand & manufacture and of reqd. shade to give an even shade including all scafolding New work (three or more coats applied at the rate of 3.84 kg/10 sqm) 171 PANTING ON DOORS & WINDOWS:- Painting with syntheitic enamel paint of approved brand and manufacture in all shade to give an even shadenew steel work (2 or more coat on new work). 172 COPING:-Providing and laying cement concrete including curing compaction etc. complete in retaining walls, return walls, walls(any thickness) including attached pilasters, columns, piers, abutments, pillers, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc upto floor five levelexcluding the cost of centeringand shuttering.M15 grade nominal mix 1:2:4(1 cement:2 Coarse sand :4 gradeed stone aggregate20 mm nominal size). 173 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor r Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 174 Random rubble dry stone kharanja under floor 175 Kerb Stones of 1200x300x150, 1000x450x150,1000x600x150, 600x300x150 size (M-30)Providing and Laying cement concrete Kerb Stones ofdifferent sizes in M-30 grade (Manufactured with fullymechanised dry cast process with forced action mixer whosearms revolve along the main axis and rotate about its own axisalso, having humidity sensor for moisture control of w/c ratioin concrete mix. Manufactured with steel moulds (Milled andmanufactured in CSI diamond or CSI Nitro process foraccuracy) on steel base plate of min 16 mm thick; HavingVibration and pressing action both together with the help ofmultiple synchronised vibrators. Power of hydraulic stationshould be minimum 50KW for compaction and cured incontrolled chambers having humidity control and automatedair circulation system) in position to the required line, leveland curvature jointed with cement mortar 1:3 (1 Cement : 3Coarse sand) including making of joints, drainage openingwherever required 176 Providing and fixing steel gate, grating , and grills made of angles,tees, square bars, flats,or black pipe with holdfast and fittings completeas per design and drawing including cutting welding and fabricationwith priming coat of red oxide 177 Providing and laying of paver block as per IS 15658 : 2006(Indian standard for precast concrete block for paving specification) and IRC : SP:63-2004 (guidelines for the use ofinterlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like buildingpremises, monument premises, land scapes, public gardens/park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006(A) Category A Denated units to key into each other on four faceszigzag shape as per IRC SP 63:2004 178 Tubewell 179 Construction to tube well from ground levels and upto 100 meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS : 4097-1967 and packing as per IS : 2800 ( Part I & II ) 1979 as amended upto date ( the work includes the cost of gravel & its primary packing and packing during development. lowering of housing & strainer assembly pipes, with supply and wrappiing of coir rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water.) 180 150 mm Nominal Bore. 181 Construction ofTube well upto 100 meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS : after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe. 182 150 mm Nominal Bore. 183 Development of tube well as per ISI specification using suitable compressor to give free water for required yield of the gravel packed tube well. 184 Supply fo ERW M.S. black casing pipe ISI marked ( IS : 4270/1992) of grade Fe410 of following sizes at site of work. Nominal bore of pipe (mm) 185 150 mm nominal boae of pipe 186 Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size fo slotting as pe IS: 8110 1985 187 150 mm nominal boae of pipe 188 Testing verticality of tube well by plumbing system and yield test and draw test by pumping system as per IS : 2800 (Part II) 1979. 189 S & F tube well cover fo M.S. sheet (6mm thick) with nuts and bolts complete forsize. 190 150 mm dia 191 S & F M.S. Clamp, set of 50 X6 mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 192 Supplying and installation fo 32 mm dia G.I. pipe medium class IS 1239 marked in 3m length including all accessories and fittings required for installation of Submercible Pump sets. 193 Supply Installation testing & Commissioning of Radial / mixed flow ISI marked water filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034:2018 and IS 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to switch board. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect . All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 194 3.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM 195 Supplying and Laying ISI marked P.V.C. insulated submersible cable as per PWD specification for electrical Worksconfirming to IS:694 and as per IS 8130 : 2013 of 1.1 kV grade .Wire should be made from99.99% purity copper, class 5 stranding in acc. to IEC 60228 forlower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4 including making connection etc. as required.OEM Must have its own in house NABL lab setup for all testing facilities for wires. All as per pre approved by Engineer in charge, making connections.For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 196 4.0 Sq.mm 3 core flat / Round 197 Supply Installation testing & Commissioning ofISO certified company made DOL/Star-Delta Starter panel made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFFpush buttons,ammeter, voltmeter, indicating lamps etc.suitable for following rating motors complete in all respect. Appropriate type test certificate / OEM test report shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . For single phase Submersible / Monoblockpump0.5 HP to 3.0 HP (DOL starter) 198 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 199 PCC in foundation :Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:3:6(1 cement:3 Coarse sand :6 graded stone aggregate 20 mm nominal size). 200 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 201 Centering & shuttering with plywood or steel sheets includingstrutting, propping bracing both ways with steel props andremoval of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 202 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand) 203 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) 204 External Plaster : Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished 20 mm thick 205 Grading roof for water proofing treatment withwater proffing compound: Cement concrete 1: 2: 4 (1 cement: 2 Course sand: 4 Greded stone aggregate 20 mm nominal size) 206 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 207 Exterior finishing :- Finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. New work (two or more coat applied @1.67/ ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm.)Qty as per item no.7*0.5 208 R/R Dry stone kharanja under floor 209 securty 210 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 211 PCC in foundation :Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8(1 cement:3 Coarse sand :6 graded stone aggregate 40 mm nominal size). 212 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in cement mortat 1:6 (1-Cement: 6- Sand) 213 Brick work with clay flyash F.P.S. brick(IS 13757- 1993 ) of class designation 75 in superstructureaboveplinth level upto floor five level in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) 214 Stone Kharanja: Random rubble dry stone kharanja under floor 215 Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in.C.M.1:4 216 Providing & Fixing Ist quality standard White, gray, ivory,fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 and IS: 15622 of size 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster on walls and piller) 217 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 218 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 219 Door Frames : P & FT- iron frames for doors , windows and ventilators of mild steel , Tee section joints mitred and welded with 15x3 mm lugs 10 cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement:3 fine sand6 graded stone aggregate 20 mm nominal size:) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinged and screws and applying a priming coat of approved steel primer 220 Providing and fixing M.S. sheet 1mm thickSingle leaf door shutter windows in angle iron frame35x35x5 mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint 221 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. 222 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3 - fine sand) 223 ExternalPlaster : Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished 20 mm thick 224 InternalPlaster : Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished 12 mm thick 225 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc 226 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 227 Cement concrete 1: 2: 4 (1 cement: 2 Course sand: 4 Greded stone aggregate 20 mm nominal size) 228 Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C Cblock 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge 229 Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 230 Providing and fixing Square bars or other flat welded to window, ventilatiors etc. 231 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:Newwork(twoormorecoats)overandincludingscrappingandprimingcoatwithcement primer 232 PANTING ON DOORS & WINDOWS:- Painting with syntheitic enamel paint of approved brand and manufacture in all shade to give an even shadenew steel work (2 or more coat on new work). 233 Copping: Cement concrete flooring 1:2:4 (1 cement: 2 Course sand: 4 Greded stone aggregate) finishing with a floating coat of neat cement including cement slurry, making of lines or groove etc. complete but excluding the cost of nosing of steps etc. complete : 40mm thick with 20mm thick nominal size aggregate. 234 based on PWD BSR 2019 235 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)20mm nominal outer dia pipes 236 25 mm nominal outer dia pipes 237 P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: 238 P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) &32 mm C.P. brass waste coupling of approved make,25 mm G.I. waste pipe complete including cutting & making good the wall.: 450 x 300 mm 239 P&FFlushCock / FlushValve (IS :9758Mark)forWCofapproved quality make :(-do-) concealed 25mm nominal bore. 240 P & F Bib Cock (IS : 8931 Mark) superior quality of approved make.C.P. Brass 400 gm, 15 mm nominal bore. 241 P & F Inlet connection (Angle Valves) Superior quality of approved make C.P. Intel connection 15 mmbrass(IS : 8931) 242 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 243 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: 244 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Bend 87.5110mm dia 245 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant Plain floor trap 110 mm dia 246 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant P-Trap 110 mm dia 247 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant Vent Cowel 110 mm dia 248 S/F RCCmain hole covers with frame of approved make (Light Duty) Size 450x450 mm 249 P/F Grating of Approved quality Stainiese Steet sheet size 125 mm dia 250 Construction of Soakage well in alltypes of soil of approved drawing , top 90 cm portion in 450 mm thick with cement mortar 1:6 80 mm stone slab coveringjointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C. flooring earthwork etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 Mtr.inner dia 90 cm & 10 to 12 m deep 251 Construction of Chamber in all types of soil with 300 mm thick masnory in CM. 1 : 6, 100 mm thick C.C. 1 : 5 : 10 in foundation , 20 mm thick inside plaster in Cm 1 : 6, finished with floating neat cement 50 mm thick M-15 grade C.C. flooring earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 Mtr.Inside size 450 x 450 mm depth upto 0.5 M & 5 Kg CI cover with frame. 252 P & F Ball Cock (IS : 1703 Mark) with Rod & P.V.C. Ball complete.Brass wt. 400 gm, 15 mm 253 P & F 15 mm dia connection pipe of approved quality make PVC Pipes with nuts 450 mm. 254 P & F Stop cock (IS:8931 Mark),Superior quality and of approved mark: Brass 400 gm. 15 mm nominal bore 255 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 15 mm dia 256 32mm nominal outer dia pipes 257 P & F PVC Storage Tank ISI Marked ( IS: 12701) indicating the BIS license No. of approved make with cover, 25mm dia 1 M long G.I. overflow pipe & 25 cm longwash out pipe with plug & socket including making connection etc. complete of approved design 500 litres capacity 258 Rain water Harvesting 259 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 260 PCC in foundation :Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:3:6(1 cement:3 Coarse sand :6 graded stone aggregate 20 mm nominal size). 261 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 262 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 263 Brick masonry with Fly ash F.P.S. bricks of class designation 75 infoundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand) 264 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) 265 External Plaster : Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished 20 mm thick 266 Grading roof for water proofing treatment withwater proffing compound: Cement concrete 1: 2: 4 (1 cement: 2 Course sand: 4 Greded stone aggregate 20 mm nominal size) 267 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 268 Exterior finishing :- Finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. New work (two or more coat applied @1.67/ ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm.)Qty as per item no.7*0.5 269 R/R Dry stone kharanja under floor 270 P& F rigid PVC Pipe (IS 4985 Mark) Class 2nd /(4 kg /sqcm) approved quality / Make including joining the pipe with solvant cement rubber ring and lubricant. (A)110 mm dia. 271 (B) 160mm dia. 272 Construction of manhole in all type of soil inner size 90X60 cm. thick cement concrete 1:50:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C flooring, making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C flooring, cement cover with frame of 450 mm dia, earthwork etc. complete as per design including disposal of surplus earht within 50 mtr. lead. Depth up to 0.5m 273 Construction of chambers in all type of soil with 300 mm thick mesonary in cement sand mortar 1:6 100 mm thick CC 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6 finished with floating neat cement ,50 mm thick M-15 grade CC flooring , Earth work etc. complete as per design including disposal of surplus earth within a lead of 50 Mtr.Inside size 300X300 mm depth upto 0.5 Mtr. And 5 kg. CI cover with frame .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Rajasthan View Result →
41.
Water Resources and Irrigation #9087426 Technical Bid
Tender For Construction Of Pasture Development Works At P.S. Banera - 1 Part Ankx csfyx dk;ZA RD PR BSR 2024 Banera vkbZVe la[;k 6 c2 Forest clearing, including cutting of common vegetation and bushes. (RD PR BSR 2024 BaneraItem no 191)Plantation Area 50000 Sqm. ( 20 izfrkr ) 5*100*100=500003 JCB machine/tractor with scraper for digging of soil, breaking of clods of dug up soil, separating grass and pebbles, stones Sorting of grass & pebbles and maintaining section (in cut area)/profile of bund including lifting and lowering of initial lead 250 m and lift upto 3 m. Draft based on chapter 5th of irrigation page number 32 to 34 (valid from 01/02/2017) Unit 1 Cubic Meter (RD PR BSR 2024 ) Item no 196 (196b) Machinery work in Hard Soil4 150 cm high fencing of Precast R.C. posts of 15cmx15cm tapered to10x10cm at top placed at every 3m apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth posts to be strutted with same R.C. posts provided with 6 horizontal lines and two diagonals of barbed wire between the two posts fitted and fixed with G.I. staples including earth work in excavation etc. Complete Item No. 9.30 BSR PWD 2022 [(Rate 457.00 - 55.00 {11*5}( deduction for 5 barbed wire lines)- 10% Contractor profit = 365.5 Rs / Rmt ]5 Supply of Chain link fabric fencing mesh of size 150x150mm made of G.I. wire ofdia. 3.15mm. Item codeNo. 8701 BSR PWD 2022 (900*1.5=1350) sqm6 JCB Machine/Tractor with scraper for soil excavation, breaking of clods, removing grass and gravel, stones (Sorting of grass & pebbles) and maintaining section (in cut area)/profile of bund including lifting and lowering initial lead 250 m and lift upto 3 m. Draft based on chapter 5th of irrigation page number 32 to 34 (Valid from 01/02/2017) Unit 1 cubic meter (RD PR BSR 2024 Banera) Item no 196 (a)Pits for forestry plants 3.14/4*(0.45*.45)*.45=0.0715 cum7 (b)Pits for fruit plantssize (.6*.6*.9)=0.3248 Supply of insecticides & Pesticides at store in dust/liquid form complete.@ 4 ml per plant each time = (2000*4)/1000 (four times) PWD BSR 2022 item no. 1.4.5 page H19 ikS/ks dk ifjogu 10 fd-eh- nwjhsA (FOREST BSR 2023 Item no 3.1.2 PLANTATION)( 10% extra for miss Handling )10 ikS/kksa dk [kkn@oehZ dEiksLV ls mipkj djukA ( 2 kg per plant two times )(2*2*2000)=8000 kg(item 103 hotricultre dept vide letter no 4432-4574 dated 4.01.202111 Cost of fruit plant (approved rate by horticulture dept and nursery society rajhans letter vide 1073-79 dated 30.07.2024)Amrud L 49 one year12 Sitafal (Kalmi)13 am14 lemon paper15 Qynkj ikS?kksa dk ikS/kjksi.k djuk e; ( Item no. 158b based on BSR RDPR 2024 )16 Cost of agro forestry plants (big Polythene) forest BSR 202317 okfudh ikS?kksa dk ikS/kjksi.k djuk e; 100 eh- flj ij ifjogu] IykfLVd dh FkSyh dks ikuh esa Mqcksuk] dkVuk] [kM~Ms esa iqu% feV~Vh Hkjuk ,oa ikS/ks dks pkjksa vksj ls dksEisDV djukA (Item no. 158 b ) bsrRD PR 2024 banera18 lkekU; tehu ij de ls de 50 lseh- v)ZO;kl dk Fkkoyk cukukA (Item no. 162b) RD PR BSR 202419 ikS/kksa dh fujkbZ @ BSR 2024 (2000*2*5)=2000020 ikS/kksa dh izwfuax djuk ,oa cMs drju dks ckM ij MkyukThree times(Item no. 3.27.4) BSR Forest dept 2023 nks ehVj dh mpkb rd21 JCB. Soil digging work by machine / tractor with scraper, breaking of clods of excavated soil, separating grass and pebbles, stones (Sorting of Grass & pebbles) and maintaining section (in cut area)/profile of bund including lifting and lowering initial lead 250 m. and lift upto 3 m. Draft based on chapter 5th of irrigation page number 32 to 34 (Date (Valid from 01/02/2017) Unit 1 cubic meter (a)Pits for forestry plants 3.14/4*(0.45*.45)*.45=0.0715 cum in soft soil22 (b)Pits for fruit plantssize (.6*.6*.9)=0.324 in soft soil23 Supply of insecticides & Pesticides at store in dust/liquid form complete.@ 4 ml per plant each time = (2000*4)/1000 (four times) PWD BSR 2022 item no. 1.4.5 page H124 ikS/ks dk ifjogu 10 fd-eh- nwjhsA (FOREST BSR 2023 Item no 3.1.2 PLANTATION)( 10% extra for miss Handling )25 ikS/kksa dk [kkn@oehZ dEiksLV ls mipkj djukA ( 2 kg per plant two times )(2*2*400)=1600 kg(item 103 hotricultre dept vide letter no 4432-4574 dated 4.01.202126 Cost of fruit plant (approved rate by horticulture dept and nursery society rajhans letter vide 1073-79 dated 30.07.2024)Amrud L 49 one year27 Anvla grafted one year28 apple berries29 lemon paper30 Qynkj ikS?kksa dk ikS/kjksi.k djuk e; 100 eh- flj ij ifjogu] IykfLVd dh FkSyh dks ikuh esa Mqcksuk] dkVuk] [kM~Ms esa iqu% feV~Vh Hkjuk ,oa ikS/ks dks pkjksa vksj ls dksEisDV djukA (Item no. 158 b ) bsrRD PR 2024 Banera 31 Cost of agro forestry plants (big Polythene) forest BSR 202332 okfudh ikS?kksa dk ikS/kjksi.k djuk e; 100 eh- flj ij ifjogu] IykfLVd dh FkSyh dks ikuh esa Mqcksuk] dkVuk] [kM~Ms esa iqu% feV~Vh Hkjuk ,oa ikS/ks dks pkjksa vksj ls dksEisDV djukA (Item no. 158 b ) bsrRD PR 202433 Tree Seed Babul 20kg forest BSR 2023 item no. 3.28.234 Tree Seed Kumtha 20kg forest BSR 2023 item no 3.28.635 Dhaman Grass Seed (forest bsr 2023 item no3.28(29) )36 over seeding 80 % of 5 ha37 Part B Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.Nominal bore 200 mm dia. BSR PHED 2023 Chapter No. 2 Item no.2.1.2Nominal bore 200 mm dia.38 Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and upto 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.39 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) BSR PHED 2023 Chapter No. 2 Item no.2.11.240 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the center of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.200 mm dia BSR PHED 2023 Chapter No. 2 Item no 2.23.341 Part C Supply, Installation, Testing and Commissioning ofSolar photovoltaic System Poly/Mono-crystalline MNRE approved Solar Modules-24 V,330Wp with 60/72 cells with minimum 15% module efficiency, confirming to relevant latest IEC standard as per MNRE guidelines, with power output warranty of 90% of rated power for 10 years and 80% of rated power at end of 25 years, connected suirably in series or parrallel, mounted in metallic structure (Hot dip galvanized according toIS: 4759) of adequate strength and appropriate design, having manuverable seasonal tilt angle and three times manual trackig, suitably fixed inPCC foundation using antitheft J bolt arrangement as per MNRE specification for following :-5HP Power, 16 Module (Non BSR Item No 1 c Solar photo voltaic system )42 Supply, Installation, Testing and Commissioning ofSPV Conroller having IP:65 protection housed in a cabinet to provide adequate protection to solar poured pump against Dry runninig, Open circuit, Accidental output short circuit, under voltage, Reverse polarity, SPD to arrest high current surge, lightening arrester etc. of approved make as MNRE specification IS/IEC 60947-2, IS 694, IS 14536 updated time to time.24 V input, rated current 12 A(Non BSR Item No 2 Solar photo voltaic system )43 Supply, Installation, Testing and Commissioning of different different capacity Solar Powered Water Pumps including transportation, lowering and fixing with theSPV module, controller and providing pipe connections on suction and delivery sides, of approved make and specifications laid down and updated time to time by MNRE, submersiblePumps. 5 HP AC Pump (Non BSR Item No 4 - ii esolar photo voltaic system)44 Supply, Installation, Testing and Commissioning of Drip Irrigation System for various Spacinf Drip & for various spacing of dripers/emitters including mains PVC/HDPE pipeline, class-II 4 to 6 kg/square meter pressure of size 50-90 mm diameter, laterals 12mm to 16 mm diameter, class II 2.5 kg/square meter pressure and amiters for 4/8 LPH discharge with complete assembly including various valves, Screen filter 20-25 Cum/hr/disc Filters and venturi and manifold. Air release valve 1, NRV 1.5/2, Bypass Assembly 1.5x1.5 , Control valve 75/60/5mm, Flush valve 63/50mm, Throttle valve2, fitting & accessaries, Specification as per Annexure IVa to IVg of GOI Operational Guidelines 2021 for PDMC Component of PMKSY.( Non BSR Item NO 1 5*5m spacingfor 5 Ha DRIP IRRIGATION SYSTEM)45 Providing and fixing of Backwash Assemble Sand filter of various capacity conforming to IS; 14606, as per PMKSY-MI Operational Guidelines. Category D Capacity25 Cum/Hr.X 2 (Non BSR item 2c DRIP IRRIGATION SYSTEM) 46 Providing and fixing of Hydrocyleone filter of various capacity conforming to IS; 14743, as per PMKSY-MI Operational Guidelines.Category C Capacity25Cum/Hr.X2 (Non BSR item 3 b DRIP IRRIGATION SYSTEM) 47 Providing and fixing of fertilizer tank with complete assembly of various capacity of any approved maker, as per PMKSY-MI Operational Guidelines.Category B Capacity60 Liter (Non BSR item 4 b DRIP IRRIGATION SYSTEM ) 48 Care and maintenance of pasture (watch and ward) (Based on BSR RDPR 2024) 2X(26*15)= 780 days 49 2X(26*9)= 468 days 50 Part E (Chokidar Hut & Gate)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Rajasthan View Result →
42.
Public Administrative Department #9032938 Technical Bid
Work Of Completing The Building Of Panchayat Samiti Delwara (Incomplete Work) Ps Delwara Distt. Rajsamand. - CIVIL WORK Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) 2 uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA ¼dadj feV~Vh½ 3 2.1 For Fountain work filling 4 2.2fo?kVhr pV~Vku 5 lhesUV dkaØhV uhao ;k QkZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 4 jsr % 8 fxÍh vuqikr eas feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA 6 uhao rFkk dqlhZ es iRFkj dh os j)k&<+ksdk lhesaV&ctjh1 % 6elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA 7 vf/kjpuk es iRFkj dh os j)k&<+ksdk lhesaV&ctjh1 % 6elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA 8 vf/kjpuk esa iRFkj ds [kEcs oxkZdkj ;k vk;rkdkj 90 ls eh yEckbZ rd j)k &jh djuk rFkk rjkbZ vkfn A 9 vf/kjpuk es bZaVksadh fpukbZ lhesaV&ctjh1 % 6elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA For Ground Floor 10 9.1.1For First Floor 11 9.2For Second Floor 12 9.3On Third floor 13 vf/kjpuk es bZaVksadh fpukbZ lhesaV&ctjh1 % 6elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA (GF) Piller 14 vf/kjpuk es bZaVksadh fpukbZ lhesaV&ctjh1 % 6elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA (FF) 15 vf/kjpuk es bZaVksadh fpukbZ lhesaV&ctjh1 % 6elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA (SF) 16 izFke Js.kh dh bZaVksa dh112 fe-eh- eksVkbZ esa uhao rFkk vf/kjpuk esa lhesaV&ctjh elkyk 1%6 es fpukbZ dk dk;Z djuk e; rjkbZ dsA (GF) 17 izFke Js.kh dh bZaVksa dh112 fe-eh- eksVkbZ esa uhao rFkk vf/kjpuk esa lhesaV&ctjh elkyk 1%6 es fpukbZ dk dk;Z djuk e; rjkbZ dsA Add extra overfor half brick masonry in superstructure up to third storey 18 Provision of 10 mm dia Reinforcement in brick partion wall @2 C/C 19 lsUVfjax&kVfjax dk vkj-lh-lh- Nr] Lysc] che] NTts] fyUVy vkfn Mkyus ds fy, yxkuk 4-5 ehVj ÅapkbZ rd ds fy, rFkk gVkuk vkfn foksk fooj.k ds vuqlkjA shuttering steel (For Ground Floor) 20 19.1For First Floor 21 19.2For Second Floor 22 19.3For Third Floor On Terrace 23 lhesaV dkdhaV 1 lhesaV % 1.5 ctjh % 3 iRFkj ,xzhxsV vuqikr es 12&20 fe-eh- ukeh; eki dh ,xzhxsV ds lkFk MkyukA (For Ground Floor) 24 23.1For First Floor 25 23.2For Second Floor 26 23.3For Third Floor on terrace 27 vk?-lh-lh dke ds fy, yksgs dks dkVuk] eksM+uk rFkk LFkku ij yxkuk rFkk cka/kus dk dk;Z e; vkiwfÙkZ dsA For Ground Floor 28 27.1For Frst Floor 29 27.2For Second Floor 30 27.3For Third Floor on terrace 31 ???? ??? ??????/??? ?? ??? ??? ??? ?????? ??? 50 ???? ?? ???? (Lead) ??? ????? ??? ???? ???? , ???? ????? ??? ?????? ?? ?????? 32 QkZ ds uhps lw[ks iRFkjksa dk [kjatk yxkuk o vkiwfrZ djuk 150 mm thick 33 lhesUV dkaØhV uhao ;k QkZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh@bZV fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 5 jsr % 10 fxÍh vuqikr eas feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA 34 ??? ???? ???? ?? ???? ???? ???? ???? ??? ?? ????? ???? ????? ?? 25-40 ???? ????? ??? ???????, ???????? ????? 1:3 ??? ????? ???? ????? ????? I 901 ?? 2300 ???? ??.??. 35 Marble stone flooring table rubbed, 16 - 18 mm thick over 20 mm (Av.) thick base of CM 1:4( 1 Cement : 4 coarse sand) jointing with white cement mortar 1:2 ( 1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding rubbing and polishing complete.Rajnagar Ist quality with light spots. Above 3601 cm2 Slabs 36 Marble stone flooring table rubbed, 16 - 18 mm thick over 20 mm (Av.) thick base of CM 1:4( 1 Cement : 4 coarse sand) jointing with white cement mortar 1:2 ( 1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding rubbing and polishing complete. Kesriaji (Rishabdeo)Above 3601 cm2 Slabs 37 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade,laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete.Size 800 mm X 800mm 38 Providing and fixing Ist quality MAT finished ceremic tiles size 300 x 300 mm confirming to IS: 13755 & IS: 15622 colour such as white, grey, Ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4).Add extra over item no 7.6.1 & 7.6.2 for using 400 x 400 size MAT finish tiles in place of 300 x 300 mm size 39 ???? ??? ?? ?????? ????? ?????? ?? ?????? ?? ??????? ???? ??? ?????????? ?? ??? ?????? ?????? ?? ????? ??? ?????? ??? ???? ?????? ????? (?????????? ?? ???? ????? ???? ??)? ??????? ?????? Size 30 X 45 cm 40 Providing and fixing Granite stone slab thickness 16 - 18 mm mirror polished and machine cut in walls, pillars, steps, shelves, counter, floors etc. laid on 12 mm (Av.) thick base of cement mortar 1:3(1 cement : 3 coarse sand) jointing with white cement mortar 1:2 ( 1 White cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of.1501 to 3600 sqcm . Green/Black/Other granite 41 20 feeh eksVk lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 42 25 feeh eksVk lhesaV IykLVj1%4 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA (For Retaining wall on GF and Rain water harvesting tank) 43 75 X 75 ???? ?? ????? (????) ?????? 44 Add extra over item no 12.7 to 12.10 for water proofing compound if used @ 2% of the cement by weight. 45 Finishing with neat cement (punning) 46 12 feeh eksVk lhesaV IykLVj lhfyax ij 1%4 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 47 Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 30mm thick bed of cement sand mortar 1:4( on terrace). Medium shade using approximately 50% white cement and 50 % ordinary cement. 48 Providing and fixing at all height all false ceiling of 12.5mm thick tapered edge Water Proof Gypsum board conforming to IS 2095 part I including providing and fixing of frames work made of special section power pressed from M.S. sheet and galvanized in accordance with zinc coating 600 as per IS: 277 and consisting of angle cleats of thick 25mm wide x 16mm thick with flanges of 22mm and 37mm at 1200 mm center to center one flanges fixed to the ceiling with desh faster 12.5mm dia x 40mm long with 6mm dia bolts to the hangers of 25x25x0.5mm of required length, and other end of angle hanger being fixed with nut anf bolts to G.I. channels 45mm x 15mm x 0.9mm running at the rate of 1200mm center to center to which the ceiling section 0.5mm thick bottom wedge of 80mm With tapered flanges of 26mm each having clips of 10.5mm at 450 center to center shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64 mm dia x 230mm, long G.I. wire at every junction including fixing the 49 Making grooves as per design in plaster 10mm to 20 mm wide 50 Making of drip course (Tapak) in cm1:6 width upto 40 mm & 10 mm thick as per design 51 providing and fixing stone slabs table rubbed 16-18 mm thick in walls, steps, pillers, counters, jambs, shelves, sills etc. laid on 12 mm (AV.) THICK BASE OF cm 1:3 (1:2) (1 White cement :2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing.Makrana second quality plain.Upto 800 cm2 tiles 52 Providing and fixing anodized aluminium work (Anodizing to be got done from approved Anodizer) for doors, windows ventilators and partition with extruded built up standard tubular and other sections of approved make conforming to IS : 733 and IS 1285 anodised transparent and dyed to required shadeaccording to IS : 1868 .(Minimum anodic coating of grade AC 15), fixed with rawl and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gap at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth rust free straight, mitred and jointed mechaincally wherever required including cleat angle Aluminium snap beading for glazing /panelling , C.P. brass/ stainless steel screws, AI. Tower bolt & AI handle & Al. Aldrop etc. all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separtely).For shutters of sliding windows and making provision for fixing of fittings wherever required (lockes shall be paid for separately) 53 njokts o f[kM+fd;ka es iRFkj ls cus ??? ????? 125 X 75 ??.??.fe-eh- dh 1%4 vuqikr ds lhesaV es yxkuk o vkiwfÙkZ djukA 54 fxzy xsV vkfn es yksgS dk dk;Z ftlesa likV] dksfu;k] Vh rFkk ukyhnkj ¼psuy½] dks dkVuk] p<+kuk rFkk yxkuk vkfnA 55 Providing and fixing in position collapsible steel shutters with vertical M.S. , Channels 20x10x2mm and bracket with flat iron diagonals 20x5mm, size with top and bottom rail of T-iron 40x40x6mm . with top flat of 50 x 10 mm and bottom flat of 40 x 6 with 40mm dia steel pulleys/ ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer ( To be measured and paid as per outer dimension).Ground Floor Channel gateWith 100 mm opening when closed. 56 providing and fixing stainless steel railing of required grade stee pipe of16 guage with one main post of 3 inch dia and 42 inch height with ball and base, Bull ester or small vertical post of 1.5 inch dia with 5/8 inch at top with base at every third step or every three feet with base and holds as per erquirement. Horizontal pipe of 5/8 inch 4 nos.Inside and one main handrail at top of 2 inch , finished rail height 33inch complete in all respect and finished (as epr direction of Engineer in charge) {copy of certificate of sleek grade used to be provided if demnded} A-for 304 grade steel(internal work) 57 QSDVjh ea cuk;s x;s Bksl dksj ,dy/Double iYys ds 30 ,e ,e njokts ftlds nksuks vksj dkeflZ;y IykbZ gks] fdukjks dh fofMax]cksYV nks pVduh rFkk nks gRFkks ds lkFk rhu fgUtks ds lkFk yxkuk rFkk vkiwfrZ djukA 58 Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. 59 ?????? ???? (???? ????) ?? 40X40X3 ???? ?? ????? ???? ??? 22 ??? ?? ???? ??.??. ????? ?? 2 ?????? ???? ?????? 25X25X3 ???? ?? ?????? ???? ?? ???? (?????) ??? ??????? ???? ??? ????? ?? ????? ?????????? ??????, ?????? ??? ???? ???????? ??? ?????? ???? (Mumty Doors) 60 Providing and fixing glazing in aluminium door, window, ventilator shutter and partition etc with PVC/Neoprene gasket etc complete as per the Architectural drawings and the direction of Engineer in charge ( cost of aluminium snap beading shall be paid in basic item).With glass panes of 5.0 mm thickness (weight not less then 13.75 kg/sqm) as per IS:2835 61 Supply & fixing 5mm glass for Door vent 62 Providing and fixing of plastic shutter infill made from multi chamber hollow P.V.C. sections having cross section of 200x20x1 mm and shutter frmae made from Aluminium C section size 23.6x20x1.8 mm and door fitting such as hinges, aldrop, handles, stopper locking bolt will be provided. 63 ???? ?? ?????? ??? ???? ?? ???? 14 ???,24 ??? ?? ????? ??? ??????? ???? ??? 20 X 3 ???? ?????? (beading) ?? ??? ????? ??????? ?? ????? ???????? 1.2 X 0.60 ???? ???? ?? ?????? ?? ??? 0.72 ???? ???? ?? ???? 64 bukfey isUV dk ysi djuk u;s dk;ZZ ij le ljQsl cukukA New Work. 65 Applying Birla /JK white cement based putty over cement plaster surface for making even surface.New Work. 66 Applying plaster of Paris over cement plaster surface for making even surface 67 Distempering with oil bound washable distemper with approved brand total work including all scaffolding , scrapping, primeing coatwith cement primer. New work (two or more coats) over and including scrapping and priming coat with cement primer. 68 Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect.New Work. 69 Providing & laying chequerred plain cement concrete embossed to specially manufactured non-slipping tiles of approved make 20mm thick laid on 20mm thick bed of cement mortar 1:6 jointed with neat cement slurry complete (For Ramp) .Add extra for chequerred coloured plain cement concrete or specially manufacturing non-slipping 9-12 mm ironite topping tiles of approved make 20mm thick 70 lhesaV dkdhaV 1 lhesaV % 2 ctjh %4 iRFkj ,xzhxsV vuqikr es 12&20 fe-eh- ukeh; eki dh ,xzhxsV ds lkFk MkyukA 71 lhesaV dkdhaV 1 lhesaV % 2 ctjh %4 iRFkj ,xzhxsV vuqikr es 12&20 fe-eh- ukeh; eki dh ,xzhxsV ds lkFk MkyukA On roof and parapet 72 80 mm ????? ??? edge block ?? ??????? ?????? ??????? 1:1.5:3 ?? ??? ??? ???? ????? ?? block ????? ????? 20 ????., ????? 40 ????. ???? ? block ?? ??? ?? ??? ????? ??? ?? ??????? block ?? ????? ?? ??? ??? ?? ???? ?? ??????? block ?? ????????? ????? ???? ?? edge block ???? ????? ?? ?????? ??? ????? ????? ??. 0.08 ???. ?????? ??????? ?? ?? ?? ????? ?? ???? ? (Parking) 73 ????? ????? ?? ????? ?? ???????? ?? ?? ?????, ??? ??? ???? ?? ?????? ??? ????? ?? ??? ?? ??? 1:4 ?????? ??? ?????? ????? ?? ???? (For Rain water harvesting tank) 74 Supplying and fixing ashlar face dressed . stone10 cm thick fine ( 3 line) 75 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding 76 ???????? ??? ?? ???? ?? ?????? (Exposed) ??? 1:3 ?????? ??? ?????? ???? ????? ??? ?? 14 ??? ?? ?????? ???? ??? 77 50 eh- eh- eksVkbZ esa lhesaV dadzhV 1%2%4 feJ.k ftlesa 1 lhesaV 2 ctjh 4 iRFkj dh ;k bZaV dh 12 - eh- ukHkh; fxV`Vh ds lkFk feykdj Mkyuk] dwVuk] nckuk rFkkrjkbZ vkfn lesr A 78 Ornamental item Stone CHATTARI 79 Providing & fixing 100 mm dia V poles 80 plantationSupply & Planting of shady plants ( Neem. Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities:(i) Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. (ii) Supply of plant at site of two years of age & height more than 1.50 Mtr. (iii) Supply of dry manure(Farm yard manure organic)(iv) Supply of Insecticides.(v) Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 Liter per plant after planting (vi) Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter above ground and 0.20 meterr below ground. Bottom two courses laid dry and top three couses in cement mortar 1:6 ( 1 Cement : 6 Sand) and the intermediate courseses being in dry honey comb masonry. As per design complete. (vii) Watering to plants(viii) Maintance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. & security. If the plant die during maintence contractor has to rplace same heingh plant at his own cost. 81 CC Road feV~Vh dk dk;Z dVkbZ esa ] 1-5 eh mBku dj 50 eh- fuLiknu rFkk Mkx osy yxkuk] gksnk esa dsEcj ] xszM yxkuk rFkk fuLikfnr feV~Vh dks lery rFkk njslh djuk A l[r feV~Vh esa A For CC Road ( Kankar Soil) 82 93.1For CC Road (DI Rock) 83 lM+d dh uhao ds fy, ,e 10 xzsM dh lhesaV dkØhaV 1:3:6 dks feykdj fcNkuk rFkk uhMy rFkk ljQsl dEiu ekhu dks pykuk rFkk 40@25 fe-eh- ds Ølj }kjk VwVh gqbZ fxêh dks feykrs gq,] pkgs x, xzsM] dsEcj rFkk lqij ,yhosku es rS;kj djukA 84 lhesaV dkdzhV lMd dh mij dh lrg ij 1:1.5:3 vuqikr dh dUVªksyM dkdzhV ,e20 xszM dh 20@25 fe-eh- lkbZt dh fxzV dzkj ls VqwVh gqbZ dks feykuk] Mkyuk rFkk uhMy rFkk lrgh dEiu ekhu ¼okbZoszVj½ pykuk rFkk uk f[kldus okyh lrg ds fy, pkgs x, xszM dsEcj ;k lqij ,yhosku esa rS;kj djuk A 85 Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts, footings, straps beams, bases of columns etc. up to plinth level. (For CC Road) 86 25 ???? ???? ?????? ?????? ???? ?? ?????????? ????? ?? ????? 150 ???? ????? ???? 87 Sanatory work Providing and fixingdouble Syphonic European W.C. (IS:2556 Mark) with Mounted W.V.C.Flusing cistern of (IS:2556 Mark) of 10 liter capacityapproved light coloured (ivery,pink,light grey, perl etc) complete with all Necessary fittingsincluding cutting and making Good the wall and floor. 88 P & F Indian type white glazed vitreous china Ist quality W.C.orissapan (I.S: 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor. 580 mmx440 mm 89 P & F Low level Flushing Cistern of 10 litres capacith (IS : 2556 mark), of approve make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS : 1703 mark) complete including cutting and making good the wall: 90 Providing and Fixing water closet Sheat covers with brass hinges complete.solid pvc (IS 2548 Marked) Grade -1 colured for EWC 91 Providing and Fixing 1st Quality WVC Urinal (IS:2556 Mark)with 25 mm dia G.I. waste pipe ,dome waste couplings ,concealed Iron Brackets or screws etc completeflat Back(large) or half stall Size 610x355x0 mm 92 Providing and Fixing C.P. Brass Urinal Flush pipe set complete with flanges Brackets ao Approved make.for 1 urenal 93 Providing and Fixing C.P. brass flush valve with cp flush bend of approved make push type with Elbow 32 mm Dia 94 Providingand Fixing WVC Wash Basin (1st Quality IS :2556 Mark) of Approved make with C I brackets Duly Painted 1 no 15 mm cp Piller cock (is :8934 Mark) &32 mm CP brass waste Coupling of Approved make 25 mm G I wate pipe complete including including cutting & Making good the wall.(Size 610*510 mm ) 95 Providing and Fixing Kitchen &lab Sink of Approved make with CI Brackets duly Painted 40 mm CP waste coupling CP Brass chain with Rubber plug 40 mm GI waste pipe up to Floor level complete including cutting and making Good the Wall and Floor.1.00 mm thick salem stainless steel AISI -304 & IS 13983-1994 kitchen sink of approved make as per Engineer -in- charge with large waste coupling.size 24*18*8 (inches) 96 Providing and Fixing Bevelled edge Mirror with teak wood liping around of special Glass of approved make as per direction of Engineer in charge complete with 6 mm thick commercial ply base Fixied wooden screws &washers.(other size) 97 Providing and Fixing Towel rail of Ring of Approved quality and make CP Brass towel rail elbow type with concealed screws size 600 mm (Heavy Duty) 98 Providing and Fixing Liquid Soap container with Brackets complete of approved make.C.P.Brass 99 Providing and fixing rigid PVC pipe (IS:4985 Mark) class II/(4 Kg/Cm2) approved quality/Make includingjointing the pipe with solvent cement rubber ring and lubricants. 110 mm dia 100 Providing and fixing rigid PVC pipe (IS:4985 Mark) class II/(4 Kg/Cm2) approved quality/Make includingjointing the pipe with solvent cement rubber ring and lubricants. 160 mm dia 101 Providing and Fixing PVC Pipe fitting (IS: 4985 Mark) of approved Quality/make including jointing the pipe with solvent cement rubber ring and lubricants.110 mm Dia sockets 102 112.1Plain Tee 103 112.2Door Tee 104 112.3Double Y 105 112.4Door bend Left or Right 106 112.5vent cowel 107 112.6Door cap 108 112.7Pipe claimp 109 112.8S trap 110 112.9 Nahni Trap without jali 111 112.10 Exra Round jali 112 112.11 Gully Trap 113 Construction of Chamber in all type of soil with 300 mm thick masonary in 1:6 10 cm thick CC 1:5:10 in Foundation 20 mm thick insider plaster in Cm1:6 finished with Floating neat cement 50 mm thick M-15 Grade CC flooring, Earthwork etc complete as per Design including disposal of surplus earth within a lead of 50mtr.size 450x450 mm Depth upto 0.5 m cement cover with Frame.450x450 mm 114 124.1600x450 mm 115 124.2300x300 mm 116 Construction of Septic Tank in all Type of soil with 40 cm thick masonary 1:6 15 cm thick CC bed of 1:5:10 Grade CC flooring & Over RCCSlab covering of Designed Thickness & Reionforcement is Provided on spetic Tank.20 mm thick plaster in CM 1:6 finished with neat Floating cement 4 Nos CI foot rest of approved Design Two no 450 mm Dia each Ferro cement cover with frame Earth work etc.Complete as per approved Drawing including disposal of Surplus earth within a lead of 50 Mtr(Size 400x140x150 CM for 50 Users) 117 Construction of Soakage well in all Type of soil with 300 mm thick dry masonary top and bottom 300 mm course in CM 1:6 80 mm thick stone slab jointing of slab in 1:3 40 mm thick M-15 grade cc flooring Earth work complete as per approved Drawing including disposal of earth within a lead of 50 Mtr (inner dia 90CM&10 mtr depth) 118 Construction of tubewell up to 100 mtr depth for Rain water harvesting structure and above to accommodate housingand assembly pipe in all type of alluvium strata by rotary driling method with (IS 2800 part ii) 1991 and IS :2800 (part II):1979 both amended up to datewith supply of bail plug if necessery .The work will not including cost of housing pipe and strainer pipe assembly cost. 150 mm Dia 2x 200 Feet 119 Costruction of recharge shaft in filter pit including Earth work Excavation lifting excavted earth with all lift and 50 mtr lead and centering &shuttering evenever required with fixing and supply the RCC rings at the Mouth of Reachrage shaft of M20 mix with 40 mm thick.with cover by stone patti. 900 mm Dia 2 X30 Feet 120 Supply of Strainer pipe made of ERW MS black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS 8110-1985 150 mm Dia2 X200 Feet 121 Water supply Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. ( Concealed work including cutting chases and making good the walls etc.)15 mm nominal outer dia pipes 122 132.1 25 mm nominal outer dia pipes 123 P&F pillar cocks (IS: 8934 Mark) of superior quality and approved make:C.P. Pillar cock Elbow action, 15mm nominal bore. 124 Supply & fixing CPVC union ISI Mark in CPVC pipe line as required complete in all respect of size : ( Market Rates)15mm dia 125 135.1 25mm dia 126 P&F Stop cocks (IS:8931 Mark), superior quality & of approved makeBrass 750gm. 20mm nominal bore. 127 P&F Sink cocks of superior quality &approved make: C.P.Sink cock swinging spout 15mm. 128 P& F Ball cock (IS: 1703 Mark) with rod & P.V.C. Ball comlete:Brass weight 750gm, 20mm 129 P&F Inlet connection ( Angle Valves) Superior quality, of approved make, for wash basin, gyser etc. C.P. Inlet connection 15mm, Brass (IS: 8931 marked) 130 P&F 15mm dia. Connection pipe of approved quality/make: PVC pipe with C.P. Brass nuts upto length 600mm 131 P&F Full-way valve (IS:778 Mark) or wheel valve of approved make:Gun-metal 15mm nominal bore. 132 Gun-metal 25mm nominal bore. 133 P&F PVC storage tank ISI Marked (IS: 12701) indicating the BIS license no. Of approved make with cover, 25mm dia 1M long G.I. Over-flow pipe & 25cm. Long wash out pipe with plug & socket, including making connection etc; complete of approved design : 2000 litres capacity 134 P&F Gun-metal Non-reture Valve or Check Valve (IS:make) of approved make, superior quality. 15 mm nominal bore Horizontal 135 Electrical AssessoriesS&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required includingcutting the wall, covering conduit and making good the same as required.20 mm 136 25 mm 137 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI marked medium duty PVC conduit & its accessories, round tiles,Hot Dipped Galvanized Modular Box with earth terminal, 6 A Modular switch,Modular plate with grid plate,screws,making connections, testing etc. as required. Short point (up to 3 mtr.) 138 148.1 Medium point (up to 6 mtr.) 139 148.2Long point(up to 10 mtr..) 140 Wiring of twin control light point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit & its accessories, round tles, Hot Dipped Galvanized M.S Modularbox of 20 SWG with earth terminal,6 A two way Modular switch, Modular plate with grid plate,screws,making connections, testing etc. as required. Long point(up to 10 mtr..) 141 Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved makein surface / recessed ISI marked medium duty PVC conduit & its accessories, Hot Dipped Galvanized M.S Modular box of 20 SWG with earth terminal, 6 A modularswitch, 6 A modular socket, Modular plate with grid plate, screws, making connections, testing etc. as required. On board 142 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required.2 x 2.5 sq. mm. + 1x1.5sqmm 143 153.1 1 x 4.0 sq.mm 144 153.2 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 145 153.3 4 x 10.0 sq.mm 146 Supplying and drawing PVC/ Polythene insulated and PVC sheathed unarmoured/ armoured telephone cable with 0.5 mm dia. Tinned /annealed copper conductor taped &confirming to ITD specification S/WS -113C ofapproved make in existingsurface or recessed conduit/casing capping. Unarmoured Telephone cable in existingsurface or recessed conduit/casing capping. 2 pair 147 Jelly filled armoured (PIJF) Armoured telephone cable including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.20 pair 148 P & F Krone module with base framein the recess / surface made out of 16 SWG sheet steel box, front openable, having locking arrangements duly powder painted.,including dressing, ferrulingandpunchingof telephone cable with krone tool etc. as required.50 Pairs 149 Supplying and fixing of power plug point Modular accessories on hot dipped galvanized modular on surface or in recessed with suitable size of grid plate with cover plate including cost ofmodular 16 amp. Switch and socket outlet, making connection , testing , etc. as required. 150 P & F paper phenolic resin bondedlaminates confirming to IS : 2036 -1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc platednut and bolts as required.3.0 mm thick 151 P & F phenolic laminated sheet 2.0 mm thick of size 75 mm dia. Including screws, cup washer as required. 152 P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. Single pole MCB6 A to 32 A rating 153 163.1 Four pole MCB40 A 63 A rating 154 P&F Recessed/ Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link and din bar,masking sheet, conforming to IS13032 & IS8623 including making internal DBterminations with copper lugs , testing etc. as required. 4 WayDouble door (Three phase) 155 165.18 Way Double door (Three phase) 156 P&F metal clad industrial plug top & socket unit with pin and sleeve type contact on porcelain/ bakelite base in sheet steel enclosure (without MCB) including making connections, testing etc.as required. 20 ASingle / Double Pole(Three pin) 157 P & F ISI marked gong bell including making connection testing etc. as required. 158 P & F following modular accessories made out of unbreakable and fire retardant poly carbonate with silver contacts including making connections testing etc. as required. 16 A one way switch 159 169.16 A3 pin shuttered socket 160 169.216 A6 pin shuttered socket 161 169.3RJ-11 telephone jack single two line 162 169.45 step fan regulator 2 Module 163 169.5 Blanking plate 164 P & F following size mounting grid plates with cover plates. 1/2 Module 165 175.18 Module 166 P & F following size hot dip galvanized M.S. box of 20 SWG with earthing terminal in recess/ surface suitable for modular accessories as required. 1-2 Module 167 177.1 8 Module 168 P & F IS:371 marked6 amp surface type ceiling rose including making connection testing etc. as required. 169 SITC of wall/ free standing floor mounted dust and vermin proof compartmentalisedcubical panel made out of CRCA sheet , required hardware,duly treated for derusting in 7 tank process with dephosphating and with powder coating on both side of panel in desired shadeThe panel having PU/ Neoprene rubber gasket of not less than 3mm thickness , separate detachable gland plate M.S. base channel ,hinged door with locking arrangement for equipment/switchgear. Thickness of sheet shallnot be less than 1.6 mm up to 600 mm length / widthof any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall beof 2.0 mmthick sheet supported by base M.S. channel if required . Side walls and cable alley compartments having bolted type doors with / withoutdetachable extension type structure. (only outer area on all sides shall be measured & panel to be fabricated from CPRI approved fabricator) 170 Supplying and fixing of Aluminium / Copper bus barby means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves.Electrolytic grade Aluminium bus bar 171 SF of (0-500) V range Volt meter on existing panel , making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type 172 SF of CT operated direct reading typeAmpere meter on existing panel , making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required.Digital type Below 500 A 173 SF ofCurrent Transformer, with all necessary support in existing panel including connection etc. as required . up to 150 / 5 Ratio , 5 VA , class 1 accuracy 174 SF of selector switch of 10 A for voltmeter (4 position ) including making connection etc.as required . 175 SF of CT linked selector switch of 10 AforAmpere meter (4 position ) including making connection etc.as required . 176 SF of110/220 V, LED (22.5 mm dia ) Indicatinglamp with integral circuit, terminal block, including connection etc. as required. Red/yellow/Green colour 177 187.1 Blue colour 178 SITC of quick make and quick break4 POLEcurrent limiting MCCB having following current rating, short circuitbreaking capacityat 440/415 V, 50 Hz; O/L & S/C settings and conforming to IS 60947-2 / IEC 60947-2 with front face and centralised adjustable, line load interchangeability, having positive isolation capability, provision for UVR , shunt trip ,earth fault trip, push( test) to trip , including making connections with lugs & spreaders,etc. as required. With Thermal Magnetic release.up to 100 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu 179 189.1 160 Amp, 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu 180 P/Laying P.V.C./ XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 95.0 Sq.mm 3.5 core 181 Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. 3.5 x 95.0 sq.mm 182 Maintenance free Gel EarthingwithPipe in pipe / Pipein striptechnologyfilled with anti corrosive conductive compound ( CPRI Tested )below the ground in 150 - 200 mm dia. earth pit & surrounding filled with required mineralfillingcompound ( MFC should have hygroscopic property to retain the moisture for long time to create low resistance zone) and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete testing of earth resistance as required. of following sizes.With Pipe in Pipe Technology (Inner pipe dia. / Outer pipe dia. ) 80 - 100 micron GI Coating.GI pipe 2000 mm long, 50 / 25mm, Terminal 12 mm GI Strip 183 S & Laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.10 SWG copper. Wire 184 P & F Star rated double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.1200 mm Sweep 5 Star rated 185 P & F 18 swgM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . 186 P&F of Double ball bearing, capacitor startsingle phase metallicblade fresh air fan, in existing opening including cost of hardware , flexible copper conductor ,making connections, testing etc. as required.225 mm sweep 187 P&F of Heavy duty capacitor start, Double ball bearing900/1400 RPM single phase ISI marked Exhaustfan,IS:2312 marked in existing opening including making connections testing etc. as required. 300 mm sweep(900/1400 RPM) 188 P & F of Gravity Louver shutter of superior quality made out of frame of18 swg M.S. sheet & Louvers made from 24 swg MS Sheetwith enamel paint including cost of nuts, bolts, etc as reqd. Up to 380 mm size 189 P & Fof IP20 LED Recessed / Surface Mounted, Round / Sqaure Non-Dimmable Downlight with die-cast aluminum housing & Heat Sink for heat dissipation, high purity reflector with external driver having efficiency > 85% and in compliance to IEC standards. Power Consumption of = 7W/ 10W / 15W / 18W with ~ 500 / 750 / 1100 / 1250 lumens, System Lumen efficacy of 70 lm / watt output suitable to replace 1x18W / 2x18W / 2x 26W CFL Downlights, life time of 50000 Burning Hours with 70% of intial Lumen maintaned. CCT 3000°K , 4000°K& 6000°K. Fixture shall be CE compliance. (LED Downlight 18/20W) 190 P & F of IP20 LED ceiling / recessed / suspended mounting light fixture made from CRCA sheet steel housing, high purity / transmisivity diffuser for uniform light distribution. High efficiency driver electronics having efficiency > 85% and in compliance to IEC standards (Integral with light fixture). Power Consumption of40W / 50W / 60W ~3000/3300/4200 lumens, System lumen efficacy of 70 - 80 lm/Watt output suitable for 2x36WFTL / 2x36W CFL / 3x36W CFL light fixtures, life time of 50,000 burning hours with 70% initial lumens maintained. CCT 3000°K, 4000°K& 6000°K. Fixtures shall be CE compliance. Recessed Mounting ,Surface Moutning.36W LED light fixture 2x2 with acrylic / prismatic front cover. 191 P & F of IP20 LED batten type light fixture made from CRCA sheet steel housing suitable for moutning LED tube system (integral driver), Power Consumption of18W / 36W 1500-3000 lumens, system lumen efficiency 80 lm/Watt output, life time of 50,000 burning hours with 70% initial lumen maintained. CCT 3000°K, 4000°K& 6000°K..4 LED Tube shape fixture 18W 192 P & F IP-65 / IP-66 protected LED street light luminaire on existing bracket. Fixture made from powder coated single piece pressure die cast aluminium housing with Heat dissipation fins on housing with High Power LEDs of CREE / NICHIA / OSRAM / PHILIPS make. DIffuser / Glass cover for ensuring IP65 protection for Lamp & control gear compartment, System Lumen output of 1500 - 8500 High Power LED. Integrated Driver shall be high efficiency having efficiency > 85% and in compliance to IEC standardsSystem life of 25,000 Burning Hours with 70% of initial Lumens maintained. Fixture shall be inCE Compliance. IP - 65 Protected LED Street Light Luminaire LED Street Light fixture 30-40 Watt 193 S & F of Street light bracket made out from following size of B class GI pipe with heavy duty pole clamp, Saddles suitable fastners etc. as required.32 mm Dia. 194 Supply & fabrication steel structure with MS channel / angle / joist / ISMB / sheet etc. including welding, rivetting, cutting, nut & bolt , Painting etc. as required. 195 Supply , Drawing and Testing of 4 pair, 24 AWG UTP Cat 6 Cable as per latest ammendments of TIA /EIA 568 B.2-1 Specifications in existing MS/PVC Conduits including making connections to Information outlets and Patch Panels with ferruling at both ends for identification with necessary tools for punching, stripping, crimping and testing required 196 Supply and Installation of Information outlets made of high impact plastic body ABS FR Grade with spring loaded collapsible shutters in jack Recess, suitable for Cat 6 application complying to latest ammendments EIA/ TIA 568 B.2-1 Specifications in existing modular /MS Boxes along with necessory connections as required 197 Supply & fixing of Faceplate for Flush / SurfaceMount Information Outlets Single Aperture with screw hole covers & Icon Tree Size 86mmX86mm. Single Aperture 198 Supply , Installation, Testing and Comissioning of Rack mounted 19, Cat 6 UTP,1.5-1.6 MM CRS chasis , powder coated Modular Patch Panels with collapsible shutters on jacks to support latest ammendments of TIA / EIA Cat 6 Specifications in Existing Communication Rack along with necessary connections of Cat 6 UTP Cables, With Rear Cable management trays and clamps.24 Ports 199 Supply , Installation and Testing of 4 pair , 100 Ohm, 24 AWG , Cat 6 UTP, flexible , Double ended Patch Cords along with 2 No of RJ 45 connectors with strain relief transparent boots as per TIA /EIA 568 B.2-1 Specifications.1 Mtr/3 ft 200 210.12 Mtr / 7 ft 201 SITC of Managed Layer-2 Intelligent Ethernet Switch providing 24 x 10/100/1000 Fast Ethernet ports and with min 4 SFP Giga Ports (provision for Fiber Giga connectivity) with provision of minimum Stacking of 06 Switches with related LAN Base Software 202 Supply ,Installation and Testing of 19 Rack mounted/ surface mounted aluminium / CRS powder coated singlemode glass Fiber Optic Cable Patch panel / LIU along with adapters for ST II/ SC/LC/MT-RJ/PC . 6 Ports 203 21.112 Ports 204 Supply , Installation, Testing and Comissioning of Wall mounted Communication rack with glass doors, handles ,lock , Top and Bottom Cable entries, Supports for mounting rack on wall , Cable managers, one Fan, Equipment mounting hardware, power supply box for supplying power to switches, fans etc along with earth continuity kit, Mcb, indicator, moulded power supply cable. 15 U(44 mm ) wall mounted 205 SITC of SFP,LC connector LX Giga Transceiver (for Single Mode Fiber) 206 Supply , Drawing and Testing of outdoor singlemode [ 9 micron ] glass Fiber Optic cable as per latest ammendments of TIA /EIA 568B.3 , GR 409 CORE / UL listed NEC 770 Standards in existing MS/PVC Conduits/ slotted channels with ferruling at both ends for identification. 6 fiber 207 Supply ,Installation and Testing of indoor 1 pair singlemode [ 9 micron ] glass Fiber Optic Patch Cords of three mtr length as per latest ammendments of TIA /EIA 568B.3 and IEC 794 Standard Specifications including ST II / SC/LC/MT-RJ/PC connectors at both ends as per requirements. 208 Supply , Installation, OTDR Testing & Fusion Splicing of Fiber singlemode Pigtail [ 9 micron ] glass Fiber Optic Cable as per latest ammendments of TIA /EIA 568B.3 , GR 20 CORE / UEC 794-1/ EN 187000 Standard Specifications including ST II / SC/LC/MT-RJ/PC connector as per requirements. 209 SITC of Air Cooled split type Air conditioners complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (EP foampipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 4 Mtr (IDU to ODU), R-22/R-410 Refrigerant, Remote, suitable for 400/230V +10% of 50 Hz ,1 /3 phaseACsupply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / reciprocating / rotary compressor as specified. Hi Wall/Ceiling Wall Split. 1.5 TR with 5 star rating of BEE 210 SITC of Interconnecting refrigerantpipe work withclosed cell elastomeric nitrile rubber tubular insulation between each set of indoor & outdoor units as per specifications including chase cutting, supports etc. as required.6.35 mm 211 221.115.88 mm 212 S & F of rigid CPVC (20mm) drain piping of 6 kg/ cm2 with 6mm thick nitrile rubber insulation. 213 S & F of FR PVC insulated & sheathed 3 core flexible copper conductor ISI marked (IS:694) of 1.1 kV grade of following rating:2.5 Sq.mm 214 Making hole in stone masonary/ RCC with core cutter for accomodating refrigerant pipe/ drain pipe for split/ cassattee/ ductable AC 50mm to 150mm 215 P&F on load change over switch, front handle operated, four pole 415 V conforming to IS:13947 P-III including connections , testing etc. as required in the following rating: With sheet steel enclosure 125 A 216 Supply & fixing MS powder coated stand suitable for 1.0/1.5/ 2.0 Tr outdoor type of Split AC. 217 Provision for electrical connection demand 218 2% Contingency
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Rajasthan View Result →
43.
Drinking Water Supply and Sanitation #9024260 Technical Bid
tender for Construction And Commissioning Of Bore Hole By Dth/Rotary/ Comb. Rig Of 200 Mm Dia, Supply And Installation Of Energy Efficient Sub. Pump Sets, Panels Cables And Other Allied Works Including Commissioning And Testing Of Tw Under Distt Sub. Div. Ii Nagaur Div. Nagaur, 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gra vel & its primary packing and packing during development,lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Nominal bore 200 mm dia. 3 Add 15% extra on above item (BSR Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and upto 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 4 Add 40% extra on above item (BSR Item no 2.1.1 to 2.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . 5 Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. 6 Nominal bore 200 mm dia. 7 Add 15% extra on above item (BSR Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 8 Add 30% extra on above item(BSR Item No 2.4.1 to 2.4.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 9 Add 15% extra on above item (BSR Item No 2.4.1 to 2.4.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. 10 Construction of Tube Well from ground level and upto 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. 11 Nominal bore 200 mm dia 12 Add 15% extra on above item (BSR Item No 2.2.1 to 2.2.2) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr 13 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 14 Nominal bore 200 mm dia. 15 Add 15% extra on above item (BSR Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 16 Add 30% extra on above item (BSR Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 17 Add 15% extra on above item (BSR Item No 2.3.1 to 2.3.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. 18 Development of Tube well as per I.S.11189:1985 and IS-2800 (Part-I):1991 (both amended upto date) using suitable compressor to give sand- free water for required yield of the gravel packed TW 19 Supply & fixing tube well cover of MS sheet 8 mm thick at top & 5 mm thick 100 mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45 cm log & two GI flanges at both end in 80 mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation presuure gauge) shall be provided & welded with 80 mm GI nipple near top plate nipple shall be provided with end plug. 20 200 mm dia 21 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS: 8110-2000 or as amended up to date 22 200 mm dia nominal bore of 5.4 mm thickness 23 Supply of ERW M.S. black casing pipe ISI marked (IS : 4270/2001) or amended upto date of grade Fe 410 of following sizes 24 200 mm dia nominal bore of 5.4 mm thickness and mass of tube 28.46 Kg/m) 25 Providing & Lowering in tubewell ISI marked GI Pipe B class as per IS : 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25 x 3 mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 26 50 mm dia 27 65 mm dia 28 80 mm dia 29 Supply & fixing of ISI marked three core PVC flat submersible cable as per IS : 694:1990 ro amended upto date and conductor as per class 5 of IS 8130:1980 including making connection etc. 30 3 core 4.0 mm2 31 3 core 6.0 mm2 32 3 core 10.0 mm2 33 3 core 16.0 mm2 34 Supply, installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS : 8034-2011 (pump) and IS 9283-2013 (motor) or amended upto date of approved make of following duty condition with required accessories includig making connection suitable for tube well/ DCB. The job includes lowering of motor pumps, installation of complete fitting& accessories, jointing of electrical cables upto switch board, testing of submersible pump sets and interconnection up to water mains, complete in all respect. 35 Up to 5.5 KW (7.5 HP) & head up to 120 mtr 36 Up to 5.5 KW (7.5 HP) & head above 120 mtr 37 7.5 KW (10 HP) & head up to 120 mtr 38 7.5 KW (10 HP) & head above 120 mtr 39 9.3 KW (12.5 HP) & head up to 120 mtr 40 9.3 KW (12.5 HP) & head above 120 mtr 41 11 KW (15 HP) & head up to 120 mtr 42 11 KW (15 HP) & head above 120 mtr 43 13 KW (17.5 HP) & head up to 120 mtr 44 13 KW (17.5 HP) & head above 120 mtr 45 15 KW (20 HP) & above, head up to 120 mtr 46 15 KW (20 HP) & above, head above 120 mtr 47 S&F MS clamps set of 50 mm x 6 mm flat form iron with nuts and bolts etc for holding the riser pipe assembly of submersible pumpset 48 Supply and fixing of electric control feeder panel comprising of suitable rating MCCB, DOL, starter, overload rely, ampere meter, volt meter phase, preventer, phase indicator, lighting arrangment etc. complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage MS sheet with power coating. Panel should be of minimum size 900 x 600 x 300mm with stand (made of angle iron of size 35x35x5 mm) duly bolted/ serewed with enclosure box having 4 elgs, each legs length 18 and double door incuding in built locking system. The legs should be embedded in M-15 cement cocrete platform. The size of CC platform should be equal or bigger than the base size of panel having high of atlest 200 mm from ground level. The panel shoud have opening of suitable size infront of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC supply. 49 Up to 5.00 HP 50 Supply and fixing of electric control feeder panel comprising of suitable rating MCCB, fully automatic star-delta starter, over load relya, ampere n meter with CTs, volt meter, phase preventor, suitable starting copacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out form 18 guage MS sheet with powder coating. panel should be of minimum size 900 X 600 x 450 mm with stand (made of angle iron of size 35x35x5m) duly bolted/ screwed with enclosure box having 4 legs, each legs length 18 and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC plate form should be equal or bigger thatn the base size of panel having height of at least 200 mm from gound level. The panel should have opening of suitable size in fron of space for energy meter with glass for meter reading. the operation of panel should be suitable for on 440 volt AC supply 51 Above 5 HP and up to 10 HP 52 Above 10 HP and up to 15 HP 53 Above 15 HP and up to 20 HP 54 Above 20 HP and up to 30 HP 55 Providing and fixing of double flanged, CI body, ISI marked NRV of approved make of size 65 mm dia 56 Providing and fixing of double flanged, CI body, ISI marked NRV of approved make of size 80 mm dia 57 Providing, installing, festing and comm. Of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia 58 50 mm dia 59 65 mm dia 60 Supplying & Installing 100mm dia mtr. Sealed diaphragm bourden type pressure gauge along with all jointing materials Range 0 to 10 kg of makes specified in specifications with sefety cover 61 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW 62 Plate Earthing as per IS:3043 withG.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required 63 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 64 16.0 Sq.mm, 4 core 65 25.0 Sq.mm, 3.5 core 66 35.0 Sq.mm, 3.5 core 67 Testing verticality of tube well by plumping system and yield test and draw down test by pumping system as per IS : 2800 (Part- II) - 1979 as amended up to date 68 Supplying & packing P-gravel suitable for slot size/ mesh size as suggested in IS 2800 (Part-1) 1991 with latest amendment 69 Maintiance of TWs which includes round the the clock monitoring of TWs of all sizes, complete including cost of material components required to repair pump sets, staters meters etc. of electrict panel of TWs, lowering and unlowreing of pump sets complete in all respect maintiance of log book and histrory sheets as directed by Engiener - in- charge for TW per month. (excluding repairing of Pump sets) 70 O&M for Third Year 71 O&M for Fourth Year 72 O&M for Fifth Year.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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44.
Drinking Water Supply and Sanitation #9024257 Technical Bid
tender for Construction And Commissioning Of Bore Hole By Dth/Rot/Comb. Rig Of 200Mm Dia Supply And Installation Of Energy Efficient Sub. Pump Sets And Other Allied Works Including Commissioning And Testing Of Tw Under Distt Sub. Dn. I Nagaur City Sub. Dn. Nagaur And Mundwa, 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gra vel & its primary packing and packing during development,lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Nominal bore 200 mm dia. 3 Add 15% extra on above item (BSR Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and upto 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 4 Add 40% extra on above item (BSR Item no 2.1.1 to 2.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . 5 Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. 6 Nominal bore 200 mm dia. 7 Add 15% extra on above item (BSR Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 8 Add 30% extra on above item(BSR Item No 2.4.1 to 2.4.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 9 Add 15% extra on above item (BSR Item No 2.4.1 to 2.4.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. 10 Construction of Tube Well from ground level and upto 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. 11 Nominal bore 200 mm dia 12 Add 15% extra on above item (BSR Item No 2.2.1 to 2.2.2) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr 13 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 14 Nominal bore 200 mm dia. 15 Add 15% extra on above item (BSR Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 16 Add 30% extra on above item (BSR Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 17 Add 15% extra on above item (BSR Item No 2.3.1 to 2.3.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. 18 Development of Tube well as per I.S.11189:1985 and IS-2800 (Part-I):1991 (both amended upto date) using suitable compressor to give sand- free water for required yield of the gravel packed TW 19 Supply & fixing tube well cover of MS sheet 8 mm thick at top & 5 mm thick 100 mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45 cm log & two GI flanges at both end in 80 mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation presuure gauge) shall be provided & welded with 80 mm GI nipple near top plate nipple shall be provided with end plug. 20 200 mm dia 21 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS: 8110-2000 or as amended up to date 22 200 mm dia nominal bore of 5.4 mm thickness 23 Supply of ERW M.S. black casing pipe ISI marked (IS : 4270/2001) or amended upto date of grade Fe 410 of following sizes 24 200 mm dia nominal bore of 5.4 mm thickness and mass of tube 28.46 Kg/m) 25 Providing & Lowering in tubewell ISI marked GI Pipe B class as per IS : 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25 x 3 mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 26 50 mm dia 27 65 mm dia 28 80 mm dia 29 Supply & fixing of ISI marked three core PVC flat submersible cable as per IS : 694:1990 ro amended upto date and conductor as per class 5 of IS 8130:1980 including making connection etc. 30 3 core 4.0 mm2 31 3 core 6.0 mm2 32 3 core 10.0 mm2 33 3 core 16.0 mm2 34 Supply, installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS : 8034-2011 (pump) and IS 9283-2013 (motor) or amended upto date of approved make of following duty condition with required accessories includig making connection suitable for tube well/ DCB. The job includes lowering of motor pumps, installation of complete fitting& accessories, jointing of electrical cables upto switch board, testing of submersible pump sets and interconnection up to water mains, complete in all respect. 35 Up to 5.5 KW (7.5 HP) & head up to 120 mtr 36 Up to 5.5 KW (7.5 HP) & head above 120 mtr 37 7.5 KW (10 HP) & head up to 120 mtr 38 7.5 KW (10 HP) & head above 120 mtr 39 9.3 KW (12.5 HP) & head up to 120 mtr 40 9.3 KW (12.5 HP) & head above 120 mtr 41 11 KW (15 HP) & head up to 120 mtr 42 11 KW (15 HP) & head above 120 mtr 43 13 KW (17.5 HP) & head up to 120 mtr 44 13 KW (17.5 HP) & head above 120 mtr 45 15 KW (20 HP) & above, head up to 120 mtr 46 15 KW (20 HP) & above, head above 120 mtr 47 S&F MS clamps set of 50 mm x 6 mm flat form iron with nuts and bolts etc for holding the riser pipe assembly of submersible pumpset 48 Supply and fixing of electric control feeder panel comprising of suitable rating MCCB, DOL, starter, overload rely, ampere meter, volt meter phase, preventer, phase indicator, lighting arrangment etc. complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage MS sheet with power coating. Panel should be of minimum size 900 x 600 x 300mm with stand (made of angle iron of size 35x35x5 mm) duly bolted/ serewed with enclosure box having 4 elgs, each legs length 18 and double door incuding in built locking system. The legs should be embedded in M-15 cement cocrete platform. The size of CC platform should be equal or bigger than the base size of panel having high of atlest 200 mm from ground level. The panel shoud have opening of suitable size infront of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC supply. 49 Up to 5.00 HP 50 Supply and fixing of electric control feeder panel comprising of suitable rating MCCB, fully automatic star-delta starter, over load relya, ampere n meter with CTs, volt meter, phase preventor, suitable starting copacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out form 18 guage MS sheet with powder coating. panel should be of minimum size 900 X 600 x 450 mm with stand (made of angle iron of size 35x35x5m) duly bolted/ screwed with enclosure box having 4 legs, each legs length 18 and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC plate form should be equal or bigger thatn the base size of panel having height of at least 200 mm from gound level. The panel should have opening of suitable size in fron of space for energy meter with glass for meter reading. the operation of panel should be suitable for on 440 volt AC supply 51 Above 5 HP and up to 10 HP 52 Above 10 HP and up to 15 HP 53 Above 15 HP and up to 20 HP 54 Above 20 HP and up to 30 HP 55 Providing and fixing of double flanged, CI body, ISI marked NRV of approved make of size 65 mm dia 56 Providing and fixing of double flanged, CI body, ISI marked NRV of approved make of size 80 mm dia 57 Providing, installing, festing and comm. Of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia 58 50 mm dia 59 65 mm dia 60 Supplying & Installing 100mm dia mtr. Sealed diaphragm bourden type pressure gauge along with all jointing materials Range 0 to 10 kg of makes specified in specifications with sefety cover 61 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW 62 Plate Earthing as per IS:3043 withG.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required 63 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 64 16.0 Sq.mm, 4 core 65 25.0 Sq.mm, 3.5 core 66 35.0 Sq.mm, 3.5 core 67 Testing verticality of tube well by plumping system and yield test and draw down test by pumping system as per IS : 2800 (Part- II) - 1979 as amended up to date 68 Supplying & packing P-gravel suitable for slot size/ mesh size as suggested in IS 2800 (Part-1) 1991 with latest amendment 69 Maintiance of TWs which includes round the the clock monitoring of TWs of all sizes, complete including cost of material components required to repair pump sets, staters meters etc. of electrict panel of TWs, lowering and unlowreing of pump sets complete in all respect maintiance of log book and histrory sheets as directed by Engiener - in- charge for TW per month. (excluding repairing of Pump sets) 70 O&M for Third Year 71 O&M for Fourth Year 72 O&M for Fifth Year.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
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45.
Drinking Water Supply and Sanitation #9024251 Technical Bid
tender for Construction and Commissioning of bore hole by DTH/Rotary/ Comb. rig of 200 mm dia, supply and installation of energy efficient Submersible Pump sets, Panels, Cables and other allied works including commissioning and testing of tube well under Sub. Dn. Jayal Div. Jayal, 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gra vel & its primary packing and packing during development,lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Nominal bore 200 mm dia. 3 Add 15% extra on above item (BSR Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and upto 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 4 Add 40% extra on above item (BSR Item no 2.1.1 to 2.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . 5 Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. 6 Nominal bore 200 mm dia. 7 Add 15% extra on above item (BSR Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 8 Add 30% extra on above item(BSR Item No 2.4.1 to 2.4.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 9 Add 15% extra on above item (BSR Item No 2.4.1 to 2.4.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. 10 Construction of Tube Well from ground level and upto 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. 11 Nominal bore 200 mm dia 12 Add 15% extra on above item (BSR Item No 2.2.1 to 2.2.2) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr 13 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 14 Nominal bore 200 mm dia. 15 Add 15% extra on above item (BSR Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 16 Add 30% extra on above item (BSR Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 17 Add 15% extra on above item (BSR Item No 2.3.1 to 2.3.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. 18 Development of Tube well as per I.S.11189:1985 and IS-2800 (Part-I):1991 (both amended upto date) using suitable compressor to give sand- free water for required yield of the gravel packed TW 19 Supply & fixing tube well cover of MS sheet 8 mm thick at top & 5 mm thick 100 mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45 cm log & two GI flanges at both end in 80 mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation presuure gauge) shall be provided & welded with 80 mm GI nipple near top plate nipple shall be provided with end plug. 20 200 mm dia 21 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS: 8110-2000 or as amended up to date 22 200 mm dia nominal bore of 5.4 mm thickness 23 Supply of ERW M.S. black casing pipe ISI marked (IS : 4270/2001) or amended upto date of grade Fe 410 of following sizes 24 200 mm dia nominal bore of 5.4 mm thickness and mass of tube 28.46 Kg/m) 25 Providing & Lowering in tubewell ISI marked GI Pipe B class as per IS : 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25 x 3 mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 26 50 mm dia 27 65 mm dia 28 80 mm dia 29 Supply & fixing of ISI marked three core PVC flat submersible cable as per IS : 694:1990 ro amended upto date and conductor as per class 5 of IS 8130:1980 including making connection etc. 30 3 core 4.0 mm2 31 3 core 6.0 mm2 32 3 core 10.0 mm2 33 3 core 16.0 mm2 34 Supply, installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS : 8034-2011 (pump) and IS 9283-2013 (motor) or amended upto date of approved make of following duty condition with required accessories includig making connection suitable for tube well/ DCB. The job includes lowering of motor pumps, installation of complete fitting& accessories, jointing of electrical cables upto switch board, testing of submersible pump sets and interconnection up to water mains, complete in all respect. 35 Up to 5.5 KW (7.5 HP) & head up to 120 mtr 36 Up to 5.5 KW (7.5 HP) & head above 120 mtr 37 7.5 KW (10 HP) & head up to 120 mtr 38 7.5 KW (10 HP) & head above 120 mtr 39 9.3 KW (12.5 HP) & head up to 120 mtr 40 9.3 KW (12.5 HP) & head above 120 mtr 41 11 KW (15 HP) & head up to 120 mtr 42 11 KW (15 HP) & head above 120 mtr 43 13 KW (17.5 HP) & head up to 120 mtr 44 13 KW (17.5 HP) & head above 120 mtr 45 15 KW (20 HP) & above, head up to 120 mtr 46 15 KW (20 HP) & above, head above 120 mtr 47 S&F MS clamps set of 50 mm x 6 mm flat form iron with nuts and bolts etc for holding the riser pipe assembly of submersible pumpset 48 Supply and fixing of electric control feeder panel comprising of suitable rating MCCB, DOL, starter, overload rely, ampere meter, volt meter phase, preventer, phase indicator, lighting arrangment etc. complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage MS sheet with power coating. Panel should be of minimum size 900 x 600 x 300mm with stand (made of angle iron of size 35x35x5 mm) duly bolted/ serewed with enclosure box having 4 elgs, each legs length 18 and double door incuding in built locking system. The legs should be embedded in M-15 cement cocrete platform. The size of CC platform should be equal or bigger than the base size of panel having high of atlest 200 mm from ground level. The panel shoud have opening of suitable size infront of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC supply. 49 Up to 5.00 HP 50 Supply and fixing of electric control feeder panel comprising of suitable rating MCCB, fully automatic star-delta starter, over load relya, ampere n meter with CTs, volt meter, phase preventor, suitable starting copacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out form 18 guage MS sheet with powder coating. panel should be of minimum size 900 X 600 x 450 mm with stand (made of angle iron of size 35x35x5m) duly bolted/ screwed with enclosure box having 4 legs, each legs length 18 and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC plate form should be equal or bigger thatn the base size of panel having height of at least 200 mm from gound level. The panel should have opening of suitable size in fron of space for energy meter with glass for meter reading. the operation of panel should be suitable for on 440 volt AC supply 51 Above 5 HP and up to 10 HP 52 Above 10 HP and up to 15 HP 53 Above 15 HP and up to 20 HP 54 Above 20 HP and up to 30 HP 55 Providing and fixing of double flanged, CI body, ISI marked NRV of approved make of size 65 mm dia 56 Providing and fixing of double flanged, CI body, ISI marked NRV of approved make of size 80 mm dia 57 Providing, installing, festing and comm. Of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia 58 50 mm dia 59 65 mm dia 60 Supplying & Installing 100mm dia mtr. Sealed diaphragm bourden type pressure gauge along with all jointing materials Range 0 to 10 kg of makes specified in specifications with sefety cover 61 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW 62 Plate Earthing as per IS:3043 withG.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required 63 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 64 16.0 Sq.mm, 4 core 65 25.0 Sq.mm, 3.5 core 66 35.0 Sq.mm, 3.5 core 67 Testing verticality of tube well by plumping system and yield test and draw down test by pumping system as per IS : 2800 (Part- II) - 1979 as amended up to date 68 Supplying & packing P-gravel suitable for slot size/ mesh size as suggested in IS 2800 (Part-1) 1991 with latest amendment 69 Maintiance of TWs which includes round the the clock monitoring of TWs of all sizes, complete including cost of material components required to repair pump sets, staters meters etc. of electrict panel of TWs, lowering and unlowreing of pump sets complete in all respect maintiance of log book and histrory sheets as directed by Engiener - in- charge for TW per month. (excluding repairing of Pump sets) 70 O&M for Third Year 71 O&M for Fourth Year 72 O&M for Fifth Year.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
46.
Public Administrative Department #8898860 Technical Bid
Kota Nagar Nigam South Bandha Goshala Tubewell And Nal Supply Electric Work 3 work name 2 Construction of tube well from ground level and upto 100 Metre depth and above sizes in all types of soils in alluvium strata by bailing method and without gravel packing as per IS : 2800 (Part-I & II) 1979 specifications (The work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and alsolowering of casing pipe but excluding cost of the casing pipe. The tube well should have a throughout bore as per nominal bore of casing pipe. The work would be completed after obtaining sand free water.). 150 mm dia nominal bore. 3 Construction of tube well 100 meter depth above in all type of rocks by DTH system and over burden, to accommdate casing pipe of following size in all types of soils and over burden including lowering of casing pipes,but excluding cost of casting pipes as per IS : 2800 (part-I & II) 1979specifications. the work would be completed after obtaining sand free water. the tube-well should have a throught bore as per nominal dia of casting pipe. 150 mm dia nominal bore 4 Supply of ERW M.S. black casing pipe ISI marked (IS : 4270/1992) of grade Fe 410 of following sizes at site of work. 150 mm dia nominal bore 5 Supply & fixing tube well cover of M.S. sheet ( 6 mm thick) with nuts and bolts complete for casing size. 150 mm dia nominal size 6 Wiring for sub mains ISI marked (IS : 694) 1100 volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. support wire duly clipped etc. as required. 7 P/Laying ISI marked P.V.C. insulated submersible cable confirming to IS ; 694 with flexible copper condactor including making connection etc. required. 4.0 sq.mm 3 core flat/round 8 Providing of synthetic rope for submersible pump ISI marked (IS : 5175) of following sizes. 12 mm (suitable up to 50 mm OD pipe) 9 Providing & fixing of HDPE pipe ISI mark (IS :4984/95) for water supply (suitable for submersible & jet pump) with required fittings. for vertical installtion, 40 mm OD 6kg/cm2 10 SITC of radial/mixed flow submersible motor pump sets ISI marked (IS :8034 – 1989) of approved make with required accessories including making connection suitable for T.W./D.C.B./ open well the job includes lowering of riser pipe, G.I./H.D.P.E. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. All labour for testing of submersible pupms set and supply of water to water mains, complete in all respect.100 mm diameter submersible pump shall have following HP rating, phase, head, minimum discharge respectively.5.0 HP, 1-Ø, (120-220)Mtr 11 Supply and fixing of oil / Air break starter panel made out of sheetsteel powder coated enclosure comprising of over load protection relay, short circuit & single phasing protection, ON / OFF push buttons ammeter, voltmeter, indicating lamps etc. complete in all respect suitable for following rating motors. 0.5 HP to 5.0 HP 12 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 25 mm nominal outer dia .Pipes. 13 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 20 mm nominal outer dia .Pipes. 14 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 32 mm nominal outer dia .Pipes. 15 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 20 mm nominal bore. 16 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 25 mm nominal bore. 17 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 32 mm nominal bore. 18 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore 19 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore 20 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore 21 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 22 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore. Horizontal 23 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore. Vertical 24 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore. Horizontal 25 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore. Vertical
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Rajasthan View Result →
47.
Tourism #8521150 AOC
Tender For Construction Of Shri Khema Baba Panorama, Baytu, Balotra (Raj.) - Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 3 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix. 4 Add extra for providing richer mixes respectively at all floor levelsProviding M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 5 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 6 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 7 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 8 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. 9 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 10 Add extra for additional height in centring, shutteringwhere ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at alllevels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured) 11 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) 12 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 13 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 14 Random rubble dry stone Kharanja (soling) under floor. 15 Carriage of MaterialsBuilding Rubbish Stone metal (Grit and ballast etc.)For 10 Km. 16 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil 17 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in :Cement Mortar 1:5 ( 1-Cement : 5-Sand). Wall upto 30cm. and less thickness. 18 Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75 : Cement mortar 1 : 4 (1 cement : 4 coarse sand) 19 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :25mm thick. 20 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finish :20mm thick. 21 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 22 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered Surface (three or more coats) 23 Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 24 Providing & laying Chequered terrazzo tiles of approved make 22mm thick with marble chips of size upto 6mm, in floors, jointed with neat cement slurry mixed wit pigment to match the shade of tiles including rubbing and polishing complete in all respect as per specification, on 28mm thick bed of C.M. 1:4 :. Medium shade using approximately 50% white cement and 50% ordinary cement. 25 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Jalore (P-white / S-white/ Rosy Pink colour).Above 3601 Cm2 Slabs 26 Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Marble work Full Edge moulding 27 P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. size600 mm X 1200 mm 28 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 29 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A:.35 mm thick .Decorative teak veneer both side 30 Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. 31 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester mattconsisting of a coat of bitumen primer for bitumen membran @ 0.40 Itr/sq.mt. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane.3 mm thick 32 Grading roof for water proofing treatment withwater proffing compoundCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 33 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 34 Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mmand 10 mm thick as per approved design 35 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 36 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:. Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 37 Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C Cblock 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge 38 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile B 39 Providing and fixing stainless steel railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Grade 304 40 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 41 Supplying and fixing 7 to 8 cm thick soorsagar stone chajja in slope (3 lines fine dressed)including cutting & moulding weather dripped (both sides dressed) 42 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR, Medium point (up to 6 mtr.) 43 Long point(up to 10 mtr..) 44 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR, On board 45 Long point(up to 10 mtr..) 46 Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost ofISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification ofWiring accessories refer ChapterE - 07related item & For additional technical parameters of product / work refer Annexure A attached with this BSR 47 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 25 mm 48 32 mm 49 20 mm 50 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 2 x 2.5 sq. mm. + 1x1.5sqmm 51 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 52 4 x 6.0 sq.mm(Panel To DB) 53 4 x 10.0 sq.mm(Panel To DB) 54 Providing & Fixing of modular type 120 W Step Fan regulator duly ISI marked (IS 11037:1984 ) with CM/L no. printedmade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR 5 step fan regulator 2 Module 360 dgree rotating 55 Providing & Fixing of modular type lockable feature socket dulymade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating , includingall as per pre approved by Engineer in charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 25 Amp. 2 Module Socket 56 Providing & Fixing offollowing size mounting grid plates with cover plates made from fire retardent UV established high performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 4 Module 57 Providing & Fixing ofWiring Accessories OEM fabricated following size GI box of 1.2 mm thick with earthing terminal and adjustable floating clamp in recess/ surface suitable for modular accessories as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 4/5 Module 58 RJ-11 telephone jack singleline 59 Providing & Fixing offollowing size mounting grid plates with cover plates made from fire retardent UV established high performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1/2 Module 60 Providing & Fixing ofWiring Accessories OEM fabricated following size GI box of 1.2 mm thick with earthing terminal and adjustable floating clamp in recess/ surface suitable for modular accessories as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 1-2 Module 61 Supplying and drawing PE Insulated & PVC Sheathed unarmoured telephone cable with 0.5 mm dia. Solid Annealed electrolytic grade bare Copper Conductor as per IS: 8130/84 &confirming to TEC specification GR / WIR/06-03 March 2002in existingsurface or recessed conduit/casing capping. including ferruling on each pair for Identification etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 2 pair 62 10 pair 63 P & F Krone module with base framein the recess / surface made out of 1.2 mm thicksheet steel box, front openable, having locking arrangements duly powder painted,including dressing, ferrulingandpunchingof telephone cable with krone tool etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 10 Pairs 64 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR. Metal door (Three phase) Per phase isolation, Horizontal IK-09 and IP-43 with Metal end box. 6 Way (Incomer 8,Sub Incomer2+2+2) 65 12 Way(Incomer 8,Sub Incomer2+2+2) 66 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 67 Four pole MCB (With B/C curve tripping Characteristics) 50/63 A rating 68 Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protectionwith ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA,provision for pad lock, min. Electrical operation 10,000 upto 63 A rating , minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Two pole 100/300mA sensitivity 6A-32 A rating 69 40 A rating 70 Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) 71 P & F 1.2mm thickM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 72 Providing & Fixing ofof Double ball bearing, copper wounded capacitor startsingle phase metallicblade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 225 mm sweep 73 Providing & Fixing ofISI marked (IS:371) 6 amp surface type 3 pin ceiling rose with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screws including making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 74 Providing & Fixing of ISI marked (IS:1258) batten/angle lampholder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screwsincluding making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 75 Providing & Fixing of IP20 SMD Mid Power LED batten with integratedbox (min.1200mmx40mmx60mm including reflector) with replacable driverfixture made from Powder coated Extruded aluminiumhousing ,Min. lumen output 4400 lm,System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 4.0 KV with Short & Open circuit protection,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 76 Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / SqaureSMD Mid Power LED Downlight with power coated die-cast aluminum housingwith UV Stabilized non yellowish Diffuser withBIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products / work, refer Annexure A attached with this BSR . Surface Mounting (with extruded alumn. Housing ). Minimum lumen output 1950 lm 77 Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulbin existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI >70,minimum life time of minimum25000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 18/20 Watt 78 SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalisedcubical panel as specifications andOther parameters requiredas per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:- (a)Thickness of CRCA sheet shallbe 2.0 mm,cable alley compartments having concealed hinged type doors with key type lock with / withoutdetachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting,pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel.The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. [c)Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar(>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only.All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar/ Flexible wire for Interconnection between Main busbar and Switchgearis to be Paid Extra ) (d)Wiring between components within switchgear and Incoming / outgoing cableshall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram.(e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. (f)Floor mounted panel shall be mounted on Base frame of ISMCchannel size 100 x 50 x 5 mm( to be paid Extra ) (g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. 79 Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulatorwith standard short circuit withstand capacity, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Electrolytic grade Aluminium bus bar 6010 grade 80 Providing & Fixing of110/220 V, unibody LED Indicatinglamp IEC 60947with integral circuit, IP 65 above panel &IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min.29 mm, contact material phospher bronze for Led, PCB contacts shall be ofbrass (tin plated), impulsedielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDCincluding connection etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Red/yellow/Green colour 81 Blue colour 82 Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type(up to 500) V range Volt meter / Direct- Ammeter /CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracyas per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Three phase with universal Auxiliary supply + AMP + HZ + PF + KW + KVA + KVAR + KVARH + KWH + DUAL ENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485 83 Providing & Fixing of Electricalinsulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006with one sideanti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 11 KV,Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage45 KV AC (rms) 84 Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type(up to 500) V range Volt meter / Direct- Ammeter /CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracyas per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Three phase Ammeterwith Inbuilt Selector Switch 85 Three phase Voltmeter with Inbuilt Selector Switch 86 Providing & Fixing of selector switch of 10 A for voltmeterusing high grade engineering materialto international standards with cam assemblyinsulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided . contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour including making connection etc.as required . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Voltage Between Phases with OFF ( 4 Position ) 87 Providing & Fixing of CT linked selector switch of 10 AforAmpere meter (4 position )using high grade engineering materialto international standards with cam assemblyinsulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided . contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour , including making connection etc.as required .All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 88 SITC of3 /4pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant materialhaving following current rating, short circuitbreaking capacityat 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with frontface and centralised adjustable, trip free mechanisum, true contact position indicator,line load interchangeability,designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree,pollution degree 3, having positive isolation capability, push(test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage690 V.provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connectionsetc. as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 3 pole MCCB With Thermal Magnetic release 160 Amp , 25 kA, adjustable O/L & adjustable S/C setting, 89 4 pole MCCB With Thermal Magnetic release. 160 Amp , 25 kA, adjustable O/L & adjustable S/C setting, 90 up to 100 Amp , 25 kA, adjustable O/L & adjustable S/C setting, 91 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Four pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 92 50/63 A rating 93 Providing & Fixing of 110 - 240 V, AC, 1 ph. , 2 W Astronomical time switch with surge suppressor, memory card, Sunrise / Sunset selectable, software for programming including making connection, etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 94 Providing & Fixing ofAC operated heavy duty 230 /440 Volt power contactor as per PWD specification for electrical Works, ISI marked IS/IEC 60947-4-1 : 2000 having provision of mechanical interlocking, auxilary contacts, Din rail mounting type including making connections, testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 4 pole Power contactorswith following AC 1 Rating 25/32 Amp. 95 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) includingtesting etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure A attached with this BSR 4.0 Sq. mm 4 core 96 6.0 Sq. mm 4 core 97 25.0 Sq.mm3.5 core 98 150.0 Sq. mm 3.5 core 99 Supplying and making one end termination with Nickel plated heavy duty brass single compression gland (as per IS 12943-1990)) SIBG type consisting of Check Nut, Gland Body, Metal Washer(3 Nos.), Outer Seal Rubber Ring,Compression Nut, heavy duty Copper lugs (IS 8337- 1976) duly crimped with crimping tool, PVC tapefor following size of PVC insulated & PVC sheathed/ XLPE copper conductor cable of 1100 volt grade as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .4 x 4.0 sq.mm 100 4 x 6.0 sq.mm 101 4 x 25.0 sq.mm 102 Supplying and making one end termination with Nickel plated heavy duty brass single compression gland (as per IS 12943-1990)) SIBG type consisting of Check Nut, Gland Body, Metal Washer(3 Nos.), Outer Seal Rubber Ring,Compression Nut,heavy duty aluminium lugs (as per IS 8309 -1993) duly crimped with crimping tool, PVC tape as perIS 8337-1976offollowing size ofPVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 3.5 x 150.0 sq.mm 103 Providing and laying Non Pressure NP-3 classR.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) etc. as required. (Excavation of Earth& Back filling with compaction is to be Paid Extra). All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 200 mm Dia. 104 Supplyandinstallationofhigh tensile low carbon steel rod molecularly bonded with 99.9 % Copperthickness (250 microns) andconfirming toUL 467, IS/IEC 62561-2of following size and length and as per point mentioned (a), (b), [c), (d), (e) below :-(a) Bore a hole of dia. 100 mm of required length, Place the rod in the centre of Hole(b)filled with anti corrosiveconductivecompounds with the permanent sealings at both the ends, CPRI/ ERDAtested with RMS capacity of minimum 30 KA for withstanding 1 second .To ensure the moisture content and electrical conductivity, 25 kg for 2000 mm & 50 Kgs for 3000mm of resistance lowering earth enhancement material shall be used as a backfill compound. The compound shall be tested form NABL acredeated labfor lowresistivity ( less than 0.12 Ohm - meter ) & high conductivity in nature with carbon as a major contentas per referance of IS 3043-1987,IEEE 80-2013 (clause 14.5d) , IEEE 837 & IER 1956 with latest amendemnts © Connect the rod with copper Strip/Conductor/Wire with suitable clamp made from tinned copper and SS 304 Bolt (d) Place Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm. (d)Testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book. (e) Test certificatesfor confirming above standards from OEM is mandatory. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 25 mm thick and 3 Mtr. Long 105 Supply & Laying following size earth stripin horizontal or vertical run in surface by means of Earth strip DMC Insulatorincluding riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 25mm x 5mm copper strip 106 25mm x 6mm G.I. ( Hot Dipped) Strip 107 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles,making connection with GI/Cu purity purity >95%thimble etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .8 SWG G.I. ( Hot Dipped) Wire 108 Providing & Fixing of IK08IP65 protected Top/Bottom mounted LED Post top Luminaire made of single piece constructionpowder coated die cast alluminium housing with UV stabalized Clear / frosted Polycarbonate diffuser andAluminium anodised with sand blast reflector. The System level Luminous efficacy ≥100 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N)and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . Driver current <750mA.Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities forLED fixtures.(LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Minimum lumen output 4500 lm Post top Luminarie 109 Supply and erection of PU coated , 6 to 7 mm thick Glass / FibreReinforced Pole (GRP /FRP) made by CNC filament winding machine using thermoset resin polyester/epoxy resin system) having minimum 62% glass content. designed to withstand the maximum wind speed as per IS 875,and Tested for deflection not more than 15% length of pole as per ASTM D 4923, The pole should be in one piece and tapered round in shape, pole shafts shall be providedwith FRP Anchor with suitable MS cated Base with provision for fixing 4 no. foundation bolts( Including cost of Foundation Bolt),ThePole shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension on Existing cement concrete foundation. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 3 Mtr. Long, Top/ Bottom OD Dia 89/126mm ± 2mm approx. With Base250X250 X 10mm 110 Single arm overhang 111 Providing & Fixing of IK10IP65 protected 600 mm height LED Bollard Luminarie with base platemade of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N)and efficiency > 85%, PF>0.9, THD<20% and input Voltage range of 90-270V AC at 50Hz. System life of 30000 Burning hours with 70% of Initial Lumens maintainedLight output in Cool white or Warm White Colour as per engineers choice. driver current <750mA.Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities forLED fixtures.(LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Minimum lumen output 980 lm Bollard 112 Supply , Installation, Testing and Comissioning of IS:1475 marked self contained drinking water cooler withhermeticallysealed compressor,non CFC refrigerent suitable for operation on 230V/1pH/50Hz AC supply,Full stainless steel (SS304)body (0.8 mm thick)and tank (0.5 mm thick) , stainless steel water tray,minimum two nosBrass Chrome plated faucets and suitable drainage system complete in all respect with requiredheight MS fabricated and Painted Angle iron frame( Cost of frame to be paid Extra )complete in all respect of the following capacity.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . cooling capacity 150 Ltr./Hr. and storage capacity 150 Ltrs 113 P & F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS:2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor :Size 580x440 mm. 114 P & F European type white glazed vitreous china Ist quality Double symphonic W.C. (IS:2556 Mark) with P or S trap including cutting and making good the wall and floor. 115 P & F water closet Seat Covers with brass hinges completeIS 2548-1996 Solid PVC (ISI marked) grade-I White for EWC.: 116 P&F C.P. lugs for toilet seat cover 117 P & F Ist quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. complete. Flat Back (large) or half stall size 610x44x80mm 118 P & F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm. IS 2556 (Part VI Sec.4)-1995. Makrana II quality marble having light spots. 119 P & F Low level Flushing Cistern of 10 litres capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall : PVC with CP brass long band as per IS:7231 120 P & F Flush Pipe of approved make with complete fittings for high level flushing cistern: PVC exposed (heavy) 32mm. 121 P&FC.P.brassUrinalFlushPipeset complete with flanged brackets of approved make. For 1 Urinal 122 P & F C.P. brass Urinal Spreader for stall urinal of approved make. 123 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall :Size 610 mm x 510 mm 124 P&F Soap dish or tray of approved quality/ make.C.P. brass heavy and superior quality 125 P&F looking mirrors with PVC frame of approved ISI Size make. 500x400mm 126 P&F Jet spray for water closet with C.P. copper tube flange of approved make 127 Providing and fiixng C.P. flange for 15mm dia taps 128 P & F Pilllar Cocks (IS :8931 : 1993 Mark) of superior quality and approved make:C.P. Pillar cock, Swan-neck with casted spout, 15mm nominal bore. 129 P & F Bib Cock (IS:8931 Mark) Superior quality of approved make :C.P. Brass bib cock, 15 mm nominal bore. 130 P & F Stop Cock(IS :8931 Mark),superior quality & ofapproved make: Brass 400 gm. 15mm nominal bore. 131 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : Brass wt. Not less than 300 gm,15mm. 132 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection 15 mm Brass (IS:8931 marked). 133 P & F 15 mm. Dia Connection pipe of approved quality/make:C.P. Brass Pipe with CP Brass nuts upto length 450 mm. 134 P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 32 mm nominal bore. 135 P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design.500 litres capacity. 136 Hoisting Charges for each floor : 137 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 20mm dia 138 25mm dia 139 32mm dia 140 P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant 110mm dia 141 160mm dia 142 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:110mm dia Coupler 143 Plain Tee 144 Door Tee 145 Door Y 146 Bend 45 147 Bend 87.5 148 Door Bend (top side) 149 Door bend (left &right) 150 Vent Cowel 151 Door Cap 152 Pipe clip 153 WC connector with lipring 154 WC connector bent type 155 Plain floor trap 156 P-Trap 157 S-Trap 158 Gully Trap 159 Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C.flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design : Depth up to 1.5 M 160 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 300 X 300 mm depth upto 0.5 MCement cover with frame. 161 Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering,jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth worketc . complete including disposal of surplus earth within a lead of 50 mtr .Inner dia90 Cm & 10 to 12 Mtr deep. 162 Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 gradeC.C floor &RCC slab covering with M15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-Size 400 x140x150 cm.(for 50 users)with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ϕ @15 cm c/c bothways including shuttering complete in all respect. 163 Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 450mm dia Internal 164 Construction oftubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemedcompleted only after obtaining sound free water during pumping. 200 mm nominal bore 165 Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 150 mm Nominal Bore. 166 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm 167 Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with40 mm thickness. Diameter 900 mm 168 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc. 169 Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent at top complete as per direction of Engineer incharge. 170 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voidsSize 9 to 12 mm 171 Size 3 to 5 mm 172 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 173 SITC ofDewatering Submersible Motor Pump set, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011. with SS Impellor, body, shaft, mechanical seal etc. as required. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 1.0 HP, 3-Ø, (5 - 12)Mtr, (333 - 95) LPM
Contract Date: Dec 26, 2025 Contract Value : ₹ 2.93 Crore
Government Departments No of Bidders 1
Rajasthan View Result →
48.
Drinking Water Supply and Sanitation #8217914 AOC
Tender For Augmentation Of Rural Water Supply Scheme Goriya, Sewali And Sawantpura Jaitaki Dhani , Mla Constituency Khandela, Distt.- Sikar - 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Upto 100 Meter depth 3 Nominal bore 200 mm dia 4 Construction of tube well after completion of drilling by rotary/ percussion method & upto 100 mtr depth in all type of rocks by DTH system as per IS : 2800 (Part I & II) 1979 as amended up to date. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe. Nominal bore 200 mm dia. 5 Add 15% extra on above item (item no. 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and upto 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and upto 200 mtr. 6 Add 30% extra on above item (item no. 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr. 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 8 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.200 mm dia 9 Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 10 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 11 50 mm dia 12 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 13 3 core 4.0 Sq.mm 14 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 15 16.0 Sq.mm, 4 core 16 Providing & fixing of double flanged CI body ISI marked NRV of approved make of following size. 17 65 mm 18 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.80 mm dia 19 Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerine filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminium 20 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 21 65 mm dia 22 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 23 Above 5HP & upto 10 HP 24 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 25 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 26 7.5 KW (10 HP) & head above 120 mtr. 27 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 28 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 29 HDPE PE-100PN-10 30 90 mm 31 110 mm 32 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 33 In All Typeof Soil 34 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 35 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 36 Bituminous courses 37 Granular courses 38 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 39 Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 40 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 41 Providing and laying granular sub-base material having P.I.not more than 6 including spreading in layers not exceeding150 mm compacted thickness and consolidation by 8-10tonne power roller to required camber and grade includingcost of water and hire charges of machinery including T&Pwith all lead (Compacted thickness to be measured).asper MoRTH specification table 400-1, 400-2,Grading - I Material 42 Providing, laying, spreading and compacting stoneaggregate for Wet Mix Macadam (as per table 400-12 and400-13) specification including premixing the material withwater to OMC in wet mix plant as per approved design mix,carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/ base course on a well prepared underbase and compacting with vibratory roller to achieve thedesired density including lighting, guarding, barricading andmaintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with alllead . 43 Providing and laying open graded premix carpet 20mmthick (compacted) on prepared surface in a single courseas wearing course composed of specified graded crushedaggregates as per Table 500-23, heating bituminous binder@ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in HotMix Plant (including cost of anti-stripping compound ,wherever required), transporting the mixed material withtipper and laying with paver finisher to the required leveland grade, rolling with power roller, 8-10 tonne butexcluding cost of tack and seal coat with all lead .[MoRTHSpecification : Clause 510 & 112] 44 In Hot Mix Plant 40-60 TPH, including loading ofaggregates with Front end loader bitumen VG 30 45 Providing and laying premix seal coat using hot mix plantand paver finisher with aggregates of 6.7mm size definedas 100% passing through 11.20mm sieve and retained on2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumenincluding preparation and transportation of mix, spreading,laying and rolling etc. complete in all respect including costof binder with all lead of mix material. 46 VG 30 47 Providing and laying paving fabric with physicalrequirements as per table 704-2 over a tack coat of pavinggrade Bitumen 80-100 penetration, laid at the rate of 1 kgper sqm over thoroughly cleaned and repaired surface toprovide a water resistant membrane and crack retardinglayer. Paving fabric to be free of wrinkling and folding and tobe laid before cooling of tack coat, brooming and rolling ofsurface with pneumatic roller to maximise paving fabriccontact with pavement surface 48 Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per directionof Engineer. 49 Manually Operated Class PN 1.0 50 100 mm 51 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 52 100 mm dia. 53 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 54 For Class-A loading 55 Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm 56 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 57 HDPE PE-80PN-6 58 140 mm 59 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 60 In All Typeof Soil 61 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 62 Dismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 50 metres as directed by Engineer. 63 Bituminous courses 64 Granular courses 65 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 66 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe lineand chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technicalspecification and scope of work. 67 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominalsize). 68 Providing and laying granular sub-base material having P.I.not more than 6 including spreading in layers not exceeding150 mm compacted thickness and consolidation by 8-10tonne power roller to required camber and grade includingcost of water and hire charges of machinery including T&Pwith all lead (Compacted thickness to be measured).asper MoRTH specification table 400-1, 400-2,Grading - I Material 69 Providing, laying, spreading and compacting stoneaggregate for Wet Mix Macadam (as per table 400-12 and400-13) specification including premixing the material withwater to OMC in wet mix plant as per approved design mix,carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/ base course on a well prepared underbase and compacting with vibratory roller to achieve thedesired density including lighting, guarding, barricading andmaintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with alllead . 70 Providing and laying open graded premix carpet 20mmthick (compacted) on prepared surface in a single courseas wearing course composed of specified graded crushedaggregates as per Table 500-23, heating bituminous binder@ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in HotMix Plant (including cost of anti-stripping compound ,wherever required), transporting the mixed material withtipper and laying with paver finisher to the required leveland grade, rolling with power roller, 8-10 tonne butexcluding cost of tack and seal coat with all lead .[MoRTHSpecification : Clause 510 & 112] 71 In Hot Mix Plant 40-60 TPH, including loading ofaggregates with Front end loader bitumen VG 30 72 Providing and laying premix seal coat using hot mix plantand paver finisher with aggregates of 6.7mm size definedas 100% passing through 11.20mm sieve and retained on2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumenincluding preparation and transportation of mix, spreading,laying and rolling etc. complete in all respect including costof binder with all lead of mix material. 73 VG 30 74 Providing and laying paving fabric with physicalrequirements as per table 704-2 over a tack coat of pavinggrade Bitumen 80-100 penetration, laid at the rate of 1 kgper sqm over thoroughly cleaned and repaired surface toprovide a water resistant membrane and crack retardinglayer. Paving fabric to be free of wrinkling and folding and tobe laid before cooling of tack coat, brooming and rolling ofsurface with pneumatic roller to maximise paving fabriccontact with pavement surface 75 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 76 Manually Operated CI Sluice valve of Class PN-1.0 77 150 mm HW 78 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 79 150 mm 80 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 81 For Class-A loading 82 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 83 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 84 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M 85 KL 86 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 87 For OHSR 88 100 mm 89 150 mm 90 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/FResilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubbletight), straight and pocket less body passage of approved make of following class &dia complete confirming to BS-EN-1171/ AWWA C-509 and of followingspecifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as perDIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shallvulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face toface dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimumthickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Boltconfirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of blackEPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning alongwith pipe line as per Technical Specifications and as per direction of Engineer-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 91 Manually Operated Resilient Seated Sluice Valves of Class PN 1.0 92 100 mm 93 150 mm 94 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 95 100 mm dia. 96 150 mm dia. 97 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 98 BFM100 mm 99 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 100 125 mm dia. 101 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 102 For Class-A loading 103 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 104 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 105 MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 106 Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - 107 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). 108 i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 109 Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm 110 100 KL capacity 111 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 112 Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes. 113 100 mm 114 Providing and fixing of flanged/ plain ended MS special of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depth in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. 115 Providing, lowering, aligning, fixing in position in pipe line at work site,DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) ,Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete onfirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.PN 1.6 Manually Operated 116 100 mm 117 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 118 100 mm 119 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.(AT INLET PIPE OF CWR) 120 BFM100 mm
Contract Date: Nov 07, 2025 Contract Value : ₹ 95.20 Lakh
Government Departments No of Bidders 15
Rajasthan View Result →
49.
Drinking Water Supply and Sanitation #8108759 AOC
Tender For Water Supply Scheme For Augmentation Of Uwss Behror Including 05 Years O And M After 01 Year Defect Liability Period Under Cm Budget Announcement 2024 To 2025 Under Jurisdiction Of Phed Distt Kotputli Behror - 1 TUBE WELL 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. Nominal bore 200 mm dia. (PHED 2021/2.1.4) 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date offollowing sizes 150 mm dia NB (Thickness of pipe 5.0mm & mass of tube 20.13 Kg/m) 9 Supply & Fixingtube well coverofMS sheet 8mmthick attop &5mmthick 100mmwideshroudaroundtheedgesoastoformacaponthe topend of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre ofMS sheet. A25 mmsocket with end plug shall also be welded over top plate. A GI nipple having outside thread ofsize 1/2 (for installation pressure gauge) shall be provided &welded with 80mm GI nipple near top plate nipple shall be provided with end plug. (200 mm dia) 10 Providing & Lowering in tubewell ISI marked GI Pipe “B (medium) class as per IS:1239 part I 2004 or amended up to date, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 50 mm dia. 11 Supply&Installationof3phaseISImarkedsubmersiblemotorpumpsetof three star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283- 2013(motor)orasamendeduptodateofapprovedmakeoffollowing duty conditionwithrequiredaccessoriesincludingmakingconnectionsuitablefor tubewell/DCB.Thejobincludesloweringof motorpump,installationof complete fitting & accessories, jointing of electrical cables up to switch board, testingofsubmersiblepumpsetandinterconnectionuptowatermains, complete in all respect. 12 9.3 KW (12.5 HP) & head above 120 mtr. 13 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes. 65 mm dia 14 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 80 mm 15 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for440 Volt AC Supply.Above 10 HP and up to 15 HP 16 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.16 sq mm size,4 core 17 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 65 mm dia 18 Supplying & installing 100mm dia mtr sealed diaphragm bourdon type pressure gauge of range of 0 to 10 Kg including all jointing materials as per specification with safety cover 19 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 20 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 21 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 4.0 Sqmm 3 core 22 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 23 RISING MAIN & DISTRIBUTION 24 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 25 HDPE PE-80 PN-10 26 90 mm HDPE 27 110 mm HDPE 28 125 mm dia 29 140 mm dia 30 160 mm HDPE 31 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 32 HDPE PE-80PN-6 33 90 mm dia 34 110 mm dia 35 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 36 HDPE PE-80PN-6 37 125 mm dia 38 140 mm dia 39 160 mm dia 40 180 mm dia 41 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar liningsuitable forpotablewaterwithrubberring (EPDM) jointsas perIS:5382-1985includingalltaxes(Centralandlocal), transportation and freight charges, inspection charges, loading/ unloadingcharges, includingcostoflabourandmaterial,specials (Tee,bendetc.)satisfactoryhydraulictesting,disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note:Providingandfixingofallrequisitespecialsasperdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 42 100 mm 43 150 mm 44 200 mm 45 250 mm 46 300 mm 47 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 48 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 49 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. (M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 50 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. 51 80 mm thick. 52 100 mm thick 53 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 54 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 55 100 mm dia 56 125mm Dia 57 150 mm dia 58 200 mm dia 59 250 mm dia 60 300 mm dia 61 400 mm dia 62 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 63 100 mm dia. 64 125 mm dia. 65 150 mm dia. 66 200 mm dia. 67 250 mm dia. 68 300 mm dia. 69 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200 ,Float- LP ball & HP ball : AISI 304 stainless Steel, Float Guide- HTB1,Seat ring & Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, with CI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.0 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.0 70 80 mm 71 Construction of RCC Air valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge.For Class-AA loading 72 Air valve chamber of size0.9m x1m x1.71mfor air valve size-from 50 mm-to-80mm 73 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as per direction of Engineer-in-Charge. 74 Air valve pillarfor airvalves size of 80mmdia 75 Pumping machinery 76 Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions Note: Duty condition of required pump shall also be mentioned in BoQ. 77 Discharge 51 to 60 LPS and head 71 to 80 M 78 SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus 79 75 KW 80 Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 35.0 Sq.mm, 3.5 core 81 Providing and laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required 82 10.0 Sq.mm 3 core flat 83 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineerin-charge. MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) 84 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type NonReturnValves(NRV) ofapprovedmakeoffollowingPressurerating& dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of followingspecifications:Body,Cover&discofGreycastironofIS:210/FG200. FacetofacedimensionsasperIS5312(part-1):2004,FlangesDrilledasper IS:1538.Epoxy (Non-Toxic&suitablefordrinkingwater)appliedonbody,cover anddiscinsideandoutside.BodyseatringofSS/CSDoorfacering-EPDM/ Neoprene (food grade quality) ,Shaft ofSS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-BoltasperIS:1363andIS:1367(galvanisedsteel),Insertion rubber of black EPDM 6mm thick. Suitable support structureas perdirections of EIC including jointing & jointing material, labour, testing and commissioning along withpipelineasperTechnicalSpecification&asperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 85 200 mm dia 86 Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - 87 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 88 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k)Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 89 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-4 90 500 KL capacity 91 ProvidingandfixingdoubleflangedISImarkedDI ClassK-9pipesasperIS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such asduckfootbend,bend,teeetc.providingandfixingclampsatevery3mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up toandfromvalvechamberasperdirectionofEIC,TechnicalSpecificationandScopeof work. 92 400mm 93 Construction of Pump house of RCC framed structure with pump pit in RCC walls as per scope of work and technical specification complete work in all respect including electrical works for indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. complete as per direction of Engineer-in-charge. The GA, structure, electrical, sanitary,P&ID,SLDtobepreparedbythecontractorandsubmittedto department for approval for earth quake zone II. 94 Pump House with Monorail arrangement 95 Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing,scopeofworkandtechnicalspecificationscompleteworkinall respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC,600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4.Superstructurework:StonemasonryinCM:1:6,W-300,height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5.CementmortarpointingonStone masonryandcementmortarplaster 20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7.OntopofwallthereshallbeCCCoping75mmthick(1:2:4)shallbe provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 96 Providingandfixingsteel,gate,gratingandgrillsmadeofangles,tees, square bars,flatsorblackpipe with holdfast andfitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 97 Pump House with operator room 98 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan)ncluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 99 (Depth from Av. GL to 1.5m depth) 100 Total Earth Work Quantity 101 Earth filling 102 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 103 Net qty ofEarth filling req. 104 Kharanja (soling) 105 Random rubble dry stone Kharanja (soling) under floor. 106 PCC 107 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 108 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 109 RR Masonry for Foundation 110 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: 111 Cement mortar 1:6 (1 cement : 6 coarse sand) 112 Brick Work 113 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : 114 Cement mortar 1:6 (1 cement : 6 coarse sand) 115 Half brick masonry 116 Half brick masonry in foundation & plinth using bricks of designation 75 Cement mortar 1:6 (1 cement : 6 coarse sand) 117 Partitian Wall 118 RCC 119 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 120 Steel fabrication 121 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) 122 Thermo-mechanically Treated bars (Conforming of relevent IS code) 123 Centering & Shuttering 124 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : 125 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 126 Plaster 20 mm (Internal plaster- in CM 1:4) 127 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 128 1:4 (1 cement : 4 fine/ coarse sand) 129 Plaster 25 mm (Externalplaster) (Cm 1:6) 130 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 131 1:6 (1 cement : 6 fine/ coarse sand) 132 Plaster 12 mm Ceiling plaster) (CM 1:4) 133 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 134 1:4 (1 cement : 4 fine/ coarse sand) For Ceiling portion 135 Flooring 136 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. 137 Size 600mm x 600mm 138 M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006 139 Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 140 Skirting Dado 141 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades ceramic glazed vitrified tiles with water absortion less than or equal to 0.08% confirming to IS:13753 & IS : 15622 on walls, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 142 Size 800mm x 1200mm 143 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour) 144 Rain water pipe 145 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 146 110 mm diameter 147 Rain water pipe fittings 148 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 149 Bend 87.5° 150 Ceiling Fan clamp 151 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete. 152 Door Frame 153 Providing and fixing in cement sand mortar 1 : 4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry : 154 Size 125 x 100mm 155 Steel Door 156 Providing and fixing M.S. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint 157 Add extra for double leaf shutters. 158 mummty door 159 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 160 Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.Extra for providing D type pipe head as top of hand railing 161 Windows and Ventilator Shutters 162 Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : 163 Windows side hung /Ventilators top or centre hung (openable) 164 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A:Decorative teak veneer One side 165 35 mm thick . 166 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete (allplaster surface ) 167 Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. : all inner plaster surface with ceiling 168 Applying one coat of Cement primer of approved brand and manufacture on wall surface including all scaffolding:all outer plaster surface 169 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding:all outer plaster surface 170 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ @ 1.45 ,1.20 and 1.45Kg per sqm. of area respectively second and fourth courses of roofing felt type 3 grade-I conformingto IS1322 (Hessian basedself finished bitumen felt) conforming to IS 1322 and sixth and final course of stone grit 6mm and down size of pea sized gravel spread at 6 cubic dm.per square metre including preparation of surface but excluding grading complete . 171 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :(In 75x75mm deep chase) 172 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: Size 300 Cm. dia outside & 300 Cm. depth 173 Electrical Work 174 Wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated copper earth conductor (IS:694) of approved make in double lock/ ISI marked single lock pvc casing capping & its accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers , making connections, testing etc. as required. 175 Short point (up to 3 mtr.) 176 Medium point (up to 6 mtr.) 177 Long point(up to 10 mtr.) 178 Wiring of twin control light point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988) accessories, round tiles, 2 Nos Hot Dipped Galvanized M.S Modular box of 1.2 mm thick with earth terminal, 2 Nos 10 A two way Modular switch, 3 pin ceiling rose / holder / 3 way connector ,Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure A attached with this BSR 179 Short point (up to 3 mtr.) 180 Medium point (up to 6 mtr.) 181 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 182 25 mm 183 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer incharge. For additional technical parameters of product / work refer Annexure A attached with this BSR 184 6 A to 32 A rating 185 P&F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board / sheet including making connections with lugs , testing etc. as required. 186 Double pole MCB(With B/C curve tripping Characteristics) 187 50/63 A rating 188 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board withMetal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure A attached with this BSR. 189 Metal door (single phase) IK-09 and IP-43 with Metal end box 16 Way (16+2) 190 Plumbing and Sanitary work 191 P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor 192 P. & F Squatting Pan (Indian type) white glazed vitreous china 1st quality W.C. Pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest.) Size 450 193 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : 194 Size 450 mm x 300 mm 195 P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor : 196 Fire clay glazed kitchen sink (I.S 771-1985Marked) size 600 x 450 x 250mm. 197 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 198 1000 litres capacity. 199 CPVC. Pipe fittings 200 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 201 15 mm diameter 202 20 mm diameter 203 25mm diameter 204 Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge 205 Bib Cock with long thread 15 mm nominal size 206 Stop cock long thread 207 P & F Jet spray for water closet with C.P. Copper Tubeflange of approved make 208 P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. 209 Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm. 210 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 211 700 mm Dia 10 mm thick casing pipe . 212 Cost for Basic servies charges, Administration and management, Running of Operation and maintenance and repair Including Preventive Manintenance, Cost of material required for Maintenance and repair, cost of lubricants, Consumables, Spare parts ( If the spare parts supplied to PHED are used in emergency) as per scope of work & terms & conditions of contract for 5 years after defect liability period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project. 213 1st Year 214 2nd Year 215 3rd Year 216 4th Year 217 5th Year
Contract Date: Oct 14, 2025 Contract Value : ₹ 9.80 Crore
Government Departments No of Bidders 1
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50.
Drinking Water Supply and Sanitation #7248105 AOC
Tender For Nit No. 26/24-25(Work Of Construction And Commissioning Of 200Mm Dia Tw At Village Geejgarh Under Sub. Div. Sikrai) Work Of Construction And Commissioning Of 200Mm Dia Tw At Village Geejgarh Under Sub. Div. Sikrai - 1 Constt, &Comm.OfTW and Pipe line 2 2.1Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.2.1.2Nominal bore 200 mm dia. 3 2.3Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.2.3.2Nominal bore 200 mm dia. 4 2.3Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.2.3.2Nominal bore 200 mm dia. Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and up to 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 5 2.11Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 2.11.2200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 6 2.12Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 2.12.3200 mm dia nominal bore of 5.4mm thickness 7 Providing & laying ISI marked GI Pipe “A” (light) class as perIS:1239 part I 2004 or amended up to date for casing pipe forsubmersible cable external/internal work 40 mm dia completein all respect. 8 2.24Providing & Lowering in tube well ISI marked GI Pipe medium duty ( Bclass), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.2.24.250 mm dia 9 2.26Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.2.26.150 mm dia 10 2.23Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2(for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.2.23.3200 mm dia 11 2.15Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.2.15.3 Up to 7.5 KW (10 HP) & head above 120 mtr. 12 2.18Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg s length 18and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.2.18.1Above 5 HP and up to 10 HP 13 2.19Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 2.19.13 core 6.0 Sq.mm 14 2.20Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.2.20.116.0 Sq.mm, 4 core 15 2.30Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes2.30.265 mm dia 16 2.32Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 17 Providing & Fixing pump safety cage as per specifications oras directed by Engineer in charge. 18 1.15Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.1.15.1MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 19 1.4 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 1.4.1HDPE PE-80PN-101.4.1.390 mm dia 20 4.1 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 21 6.1 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.1.1Manually Operated CI Sluice valve of Class PN-1.06.1.1.180 mm HW
Contract Date: Apr 16, 2025 Contract Value : ₹ 14.41 Lakh
Government Departments No of Bidders 5
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