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Tender For Civil Work - Construction Of Toilet In S K Shelter Ward 50.-Const Of Toilet Block Adjoining S K Shelter Bypdg Brick Work , Sanitary Items Etc Opposite Tanga Stand B-Block Mangolpuri At Ward No.50 M-I Rz., Dsr 2018 And Approved Items, mangolpuri-Delhi

Municipal Corporation Of Delhi has published Tender For Civil Work - Construction Of Toilet In S K Shelter Ward 50.-Const Of Toilet Block Adjoining S K Shelter Bypdg Brick Work , Sanitary Items Etc Opposite Tanga Stand B-Block Mangolpuri At Ward No.50 M-I Rz., Dsr 2018 And Approved Items. Submission Date for this Tender is 24-07-2023. Toilet Bathroom Tenders in mangolpuri Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

38680886
Tender For Civil Work - Construction Of Toilet In S K Shelter Ward 50.-Const Of Toilet Block Adjoining S K Shelter Bypdg Brick Work , Sanitary Items Etc Opposite Tanga Stand B-Block Mangolpuri At Ward No.50 M-I Rz., Dsr 2018 And Approved Items
Open Tender
Indian
Delhi
mangolpuri
24-07-2023

Tender Details

Civil Work - Construction Of Toilet In S K Shelter Ward 50.-Const Of Toilet Block Adjoining S K Shelter Bypdg Brick Work , Sanitary Items Etc Opposite Tanga Stand B-Block Mangolpuri At Ward No.50 M-I Rz., Dsr 2018 And Approved Items. 1 Toilet Block 2 2.6.1:Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge.All Kinds Of Soil 3 4.1.10:Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 4 6.1.2:Brick Work With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 5 4.10:Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources ) 6 6.4.2:Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 7 5.9.3:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 8 5.3:Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) . 9 5.22.6:Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo - Mechanically Treated Bars Of Grade Fe-500D Or More 10 22.7.1:Providing And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc. Consisting Of Following Operations: A ) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is: 2645 And Approved By Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. B ) Laying Brick Bats With Mortar Using Broken Bricks / Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 ( 1 Cement : 5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is: 2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 ( 1 Cement : 5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is: 2645 And Approved By Engineer - In- Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs C ) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge.D ) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 ( 1 Cement : 4 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is: 2645 And Approved By Engineer - In- Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep.E ) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By Engineer In Charge:With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm 11 17.2.1:Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type W.C. Pan ) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device ( Handle Lever ) , Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 12 17.4.1:Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260x350 Mm And 340X410x265 Mm Sizes Respectively With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.I. Clamps Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required:One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern 13 17.25.2:Providing And Fixing White Vitreous China Wash Basin Including Making All Connectionsbut Excluding The Cost Of Fittings:Flat Back Wash Basin Of Size 550X400 Mm 14 17.26.1:Providing And Fixing Kitchen Sink Including Making All Connections Excluding Cost Of Fittings.White Glazed Fire Clay Sink Of Size 600X450x250 Mm 15 17.28.1.1:Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete.Semi Rigid Pipe32 Mm Dia 16 17.29:Providing And Fixing 100 Mm Sand Cast Iron Grating For Gully Trap. 17 17.31:Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass ( Of Approved Quality ) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. 18 17.34.2:Providing And Fixing Toilet Paper Holder:Vitreous China 19 17.69.2:Providing And Fixing Ptmt Waste Coupling For Wash Basin And Sink, Of Approved Quality And Colour.Waste Coupling 38 Mm Dia Of 83 Mm Length And 77 Mm Breadth, Weighing Not Less Than 60 Gms 20 17.70.1:Providing And Fixing Ptmt Bottle Trap For Wash Basin And Sink.Bottle Trap 31 Mm Single Piece Moulded With Height Of 270 Mm, Effective Length Of Tail Pipe 260 Mm From The Center Of The Waste Coupling, 77 Mm Breadth With 25 Mm Minimum Water Seal, Weighing Not Less Than 260 Gms 21 17.71:Providing And Fixing Ptmt Liquid Soap Container 109 Mm Wide, 125 Mm High And 112 Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colour, Weighing Not Less Than 105 Gms 22 17.72:Providing And Fixing Ptmt Towel Ring Trapezoidal Shape 215 Mm Long, 200 Mm Wide With Minimum Distances Of 37 Mm From Wall Face With Concealed Fittings Arrangement Of Approved Quality And Colour, Weighing Not Less Than 88 Gms 23 18.7.1:Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings Including 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 Wall15 Mm Nominal Dia Pipes 24 18.7.2:Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings Including 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 Wall20 Mm Nominal Dia Pipes 25 18.21.1.1:Providing And Fixing Uplasticised Pvc Connectionpipe With Brass Unions:30 Cm Length15 Mm Nominal Bore 26 18.32.1:Constructing Masonry Chamber 30X30x50 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Stop Cock, With C.I. Surface Box 100X100x75 Mm ( Inside ) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design:With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 27 18.48: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. 28 18.54.1:Providing And Fixing Ptmt Bib Cock Of Approved Quality And Colour.15 Mm Nominal Bore, 86 Mm Long, Weighing Not Less Than 88 Gms 29 18.55.1:Providing And Fixing Ptmt Stop Cock Of Approved Quality And Colour.15 Mm Nominal Bore, 86 Mm Long, Weighing Not Less Than 88 Gms 30 18.63:Providing And Fixing Ptmt Angle Stop Cock 15 Mm Nominal Bore, Weighing Not Less Than 85 Gms 31 18.75.2:Providing And Fixing Ptmt Extension Nipple For Water Thank Pipe, Fittings Of Approved Quality And Colour .20 Mm Nominal Bore, Weighing Not Less Than 40 Gms 32 13.1.2:12 Mm Cement Plaster Of Mix:1:6 ( 1 Cement : 6 Fine Sand ) . 33 13.16.1:6 Mm Cement Plaster Of Mix:1:3 ( 1 Cement : 3 Fine Sand ) 34 8.31:Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 ( Thickness To Be Specified By The Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By EngineerIn-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 35 11.26.1:Kota Stone Slab Flooring 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 ) 25 Mm Thick 36 10.4:Providing And Fixing 1 Mm Thick M.S. Sheet Sliding- Shutters, With Frame And Diagonal Braces Of 40X40x6 Mm Angle Iron, 3 Mm M.S. Gusset Plates At The Junction And Corners, 25 Mm Dia Pulley, 40X40x6 Mm Angle And T-Iron Guide At The Top And Bottom Respectively, Including Applying A Priming Coat Of Approved Steel Primer. 37 10.13.1:Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee- Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 38 10.25.2: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 39 13.61.1:Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 40 13.42:Distempering With 1St Quality Acrylic Distemper ( Ready Mixed ) Having Voc Content Less Than 50 Gms / Litre, Of Approved Manufacturer, Of Required Shade And Colour Complete, As Per Manufacturers Specification. Two Or More Coats On New Work 41 110.9.1:24Mm Thick Washed Marble Chips Plaster On Exterior Walls Of Height Up To 10 M Above Ground Level In Two Layers Under Layer 12 Mm Cement Plaster 1:4 ( 1 Cement: 4 Coarse Sand ) Furrowing The Under Layer With Scratching Tool, Applying Cement Slurry On The Under Layer @ 2 Kg Of Cement / Sqm, Top Layer 12Mm Thick Cement Marble Chips Plaster 4:7 ( 4 Cement : 7Marble Chips 4Mm Size Of Required Colour ) In Panel With Grooves All Around As Per Approved Pattern Including Scrubbing And Washing The Top Layer With Brushes And Water To Expose The Marble Chips Complete As Per Specifications And Directions Of Engineer In Charge ( Payment For Providing Groove Shall Be Made For Separatelyusing Ordinary Cement In Top Layer 42 13.73.1:Forming Groove Of Uniform Size In The Top Layer Of Washed Stone Grit Plaster As Per Approved Pattern Using Wooden Battens, Nailed To The Under Layer, Including Removal Of Wooden Battens, Repair To The Edges Of Panels And Finishing The Groove Complete As Per Specifications And Directions Of The Engineer-In-Charge:15 Mm Wide And 15 Mm Deep Groove

Key Value

Document Fees
INR 590 /-
EMD
INR 9550.0 /-
Tender Value
INR 4.75 Lakhs /-

BOQ Items

Work Name: Const of Toilet in S K Shelter Ward 50.-Const of Toilet Block Adjoining S K Shelter bypdg Brick Work , Sanitary Items etc Opposite Tanga Stand B-Block Mangolpuri at Ward No.50 M-I RZ., DSR 2018 and approved items
Sl. No. Item Description
1Toilet Block
22.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
34.1.10:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
46.1.2:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
54.10:Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
66.4.2:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand)
75.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
85.3:Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
95.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1022.7.1:Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge.d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test.All above operations to be done in order and as directed and specified by Engineer in Charge:With average thickness of 120 mm and minimum thickness at khurra as 65 mm
1117.2.1:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid
1217.4.1:Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:One urinal basin with 5 litre white P.V.C. automatic flushing cistern
1317.25.2:Providing and fixing white vitreous china wash basin including making all connectionsbut excluding the cost of fittings:Flat back wash basin of size 550x400 mm
1417.26.1:Providing and fixing kitchen sink including making all connections excluding cost of fittings.White glazed fire clay sink of size 600x450x250 mm
1517.28.1.1:Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe32 mm dia
1617.29:Providing and fixing 100 mm sand cast Iron grating for gully trap.
1717.31:Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
1817.34.2:Providing and fixing toilet paper holder:Vitreous china
1917.69.2:Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 38 mm dia of 83 mm length and 77 mm breadth, weighing not less than 60 gms
2017.70.1:Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the center of the waste coupling,77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms
2117.71:Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms
2217.72:Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms
2318.7.1:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including 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 wall15 mm nominal dia Pipes
2418.7.2:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including 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 wall20 mm nominal dia Pipes
2518.21.1.1:Providing and fixing uplasticised PVC connectionpipe with brass unions: 30 cm length15 mm nominal bore
2618.32.1:Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S (non modular) bricks of class designation 7.5
2718.48: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.
2818.54.1:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
2918.55.1:Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
3018.63:Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms
3118.75.2:Providing and fixing PTMT extension nipple for water thank pipe, fittings of approved quality and colour .20 mm nominal bore, weighing not less than 40 gms
3213.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
3313.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
348.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
3511.26.1:Kota stone slab flooring 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)25 mm thick
3610.4:Providing and fixing 1 mm thick M.S. sheet sliding- shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer.
3710.13.1:Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee- sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
3810.25.2: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
3913.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
4013.42:Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work
41110.9.1:24mm thick washed marble chips plaster on exterior walls of height up to 10 m above ground level in two layers under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement/sqm, top layer 12mm thick cement marble chips plaster 4:7 (4 cement : 7marble chips 4mm size of required colour) in panel with grooves all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the marble chips complete as per specifications and directions of Engineer in charge (payment for providing groove shall be made for separatelyUsing ordinary cement in top layer
4213.73.1:Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and directions of the Engineer-in-Charge:15 mm wide and 15 mm deep groove
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