TDR : 56987070
Central Public Works Department

Tender Brief :

Mumbai, Maharashtra

Repair And Refixing Of Damaged Paver Block In Sector I To IV, Antop Hill, Mumbai-37.

Published: 12 Aug 2026
Opening: 19 Aug 2026
Closing: 19 Aug 2026
Amount: 5.46 Lakhs
EMD: 10924
Tender Fee: Ref. Documents


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Tender Summary / Eligibility Criteria
Repair And Refixing Of Damaged Paver Block In Sector I To IV, Antop Hill, Mumbai-37.
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Tender involves procurement of high capacity electrical equipment including diaphragm coupling of pump & motor with 90kW capacity at 2900 RPM. The project scope includes installation, testing, commissioning and operational handover.
Previous / Similar Result
BRR : 2303113 Tender For Annual Repair To Rb Type-9 Sector-7, Chandigarh.--- 1 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 ) 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 1:4 ( 1 Cement : 4 Coarse Sand ) 3 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 Engineer-In-Charge, In Skirting, Risers Of Stepsand 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. 4 12 Mm Cement Plaster Of Mix : 1:4 ( 1 Cement: 4 Fine Sand ) 5 Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches Etc. Complete. 6 Wall Painting With Plastic Emulsion Paint Of Approved Brand And Manufactureto Give An Even Shade :One Or More Coats On Old Work 7 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : One Or More Coats On Old Work 8 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : Old Work ( One Or More Coat Applied @ 0.90 Ltr / 10 Sqm ) . 9 Preparation Of Plastered Or Concrete Surfaces For Oil Bound Distemper Or Emulsion Or Apex Paint Including Sand Papering The Surface Or Scrapping By Patti, Applying Filling With Cement Based Putty ( Birla, Jk Or Equivalent ) To The Required Finish Complete In All Respect And To The Entire Satisfaction Of Engineer-In-Charge. 10 Providing And Fixing 15 To 18Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Of Any Colour And Shade Area Of Slab Over 0.50 Sqm 11 Steel Work In Built Up Tubular Ms ( Round, Square Or Rectangular Hollow Tubes Etc. ) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. 12 Providing And Fixing Golden Champ Wood Chowkhat ( Kiln Seasoned ) 4 1 / 2 X 2 1 / 4Including Cost Of Corner Straps, Iron Hold Fasts, Hinges, Screws, Nails, Fevicol Etc. And Painting Two Coats Of Wood Preserver To Sides Of Chowkhats. Rate Includes The Cost Of Dismantling Of All Damaged Chowkhats And Making Good The Damage To Walls Plaster And Floors As Required Including, Refixing Of Grills, Disposal Of Rubbish To The Dumping Ground The Rate Further Includes The Cost Of Painting Two Coats Synthetic Enamel Paint Over One Coat Of Wood Primer Complete In All Respect And To The Entire Satisfaction Of Engineer-In-Charge. 13 Providing And Fixing 35Mm Thick Phenol Bounded Factory Manufactured Solid Flush Door Shutter Isi Marked With Both Side Commercial Face In The Existing Chowkhat.The Rate Includes The Cost Of Iron Hinges, All Necessary Alum. Fitting And Painting Two Coats Over One Coat Of Primer After Preparation Of Surface ( Special Quality ) Complete In All Respect To The Entire Satisfaction Of Engineer-In-Charge. 14 Providing And Fixing 35Mm Thick Golden Champ Wood ( Kiln Seasoned ) Wire Gauge Door Shutter Consisting Of 100Mm X 35 Mm Style And Top Rail 150 Mm X 35 Mm Lock Rail 200Mm X 35 Mm Bottom Rail Wire Mesh 22 X 12 Mm Gauge Fixed With 1 / 2” X 3 / 4” Golden Champ Wood ( Kiln Seasoned ) Beading, With Two Vertical Members In Each Panel To Hold Wire Mesh, With Necessary 4 Nos. Of Hinges 4, 2 Aluminium Tower Bolts 8, 2 Aluminium Handles 5” And Aluminium Door Stopper And Single Acting Door Spring And Complete Fixed In Position Including Two Coats Of Paint And One Coat Of Primer After Preparation Of Surface ( Special Quality ) Complete In All Respect To The Entire Satisfaction Of Engineer-In-Charge. 15 Providing And Fixing Golden Champ Wood Jaffery On Compound Wall With Frame Of Hard Wood Section 2” X 1.3 / 8” As Horizontal Member And Vertical Members Fixed With Hard Wood And Strips 4”X 3 / 8” @ 6” C / C On Both Faces Sides Faces Of Jaffery. The Top Of Jaffery Is To Be Covered With Another Strip Of 2 X 1.3 / 8”.The Complete Panel Is To Fixed Over Existing Wall And M.S. Angle With Iron Nuts And Bolts Etc.The Complete Jaffery Is To Be Painted With Special Quality Over One Coat Of Primer Complete In All Respect To The Entire Satisfaction Of Engineer-In-Charge. 16 Providing And Laying 40Mm Thick Factory Made Cement Concrete Rubber Moulded Interlocking Paver Block Made With Ratio 1:1:2 By Block Making Machine With Strong Vibratory Compaction And Of Approved Size And Design / Shape Laid In Required Colour And Pattern Over And Including 30Mm Thick Compacted Bed Of Course Sand, Filling The Joints With Fine Sand Etc All Complete As Per Direction Of Engineer-In-Charge 17 Providing And Fixing 2-0” Deep Cupboard / Cabinet Consisting Of 19Mm Thick Commercial Board And 6Mm Thick Ply On Back Side, 1Mm Thick Teak Ply Pated On The Exposed Surface And Making Shelves In Cabinet, . The Rate Further Includes The Cost Of Lipping Piano Hinges, , Cupboard Lock, Screws, Nails, 2 Nos. Fancy S.S. Handles, 2 Nos. Magnetic Catchers, Fevicol And Paintingtwo Coats Over One Priming Coat And Preparation Of Surface On Board And Ply Surfacecomplete In Position To The Entire Satisfaction Of Engineer-In-Charge. 18 Providing And Fixing 1.5Mm Thick Polycarbonate Sheet To Be Fixed On The Existing Ms Frame With Self Drilling Machine Screws Complete In All Respect To The Entire Satisfaction Of Engineer-In-Charge.
Contract Date : 21 Apr, 2023   |   Contract Value : 4.26 Lakhs
BRR : 5528229 Tender For Petty Repair And Other B/R Works At Sector 28 & 47 At Af Stn Chandigarh.; 1 Note :The unit rate quoted by the tenderer under Col No (13) of Sch `A’ (BOQ) unless specifically mentioned otherwise such as labour only/fixing only,for all items of works shall be deemed to be including cost of all materials, labour, tools and plants, testing and commissioning of work in position complete as required for entire completion of work. 2 Providing and injecting chemical emulsion for Post Constructional Antitermite Treatment at points of contact of wood work by chemical emulsion (in oil or kerosene based solution) @ 0.5 litre/hole by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre and sealing the same,complete all as specified and directed by Engineer-in-Charge. 3 Plain cement concrete ,25 mm thick (1:2:4) type B-0,using 12.5 mm graded mechanically crushed stone aggregates as in sub base finished even & rough to receive the bedding mortarin andincluding demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. 4 Plain cement concrete ,40 mm thick (1:2:4) type B-1,using 20 mm graded mechanically crushed stone aggregates as in flooring finished even & smooth using extra cement @1.20 Kg /Sqmin andincluding demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. Notes :(i) Use and waste of form work/screed strips and to divide the area in panels shall be included in the quoted rate . (ii) Where dividing stripsare used, these shall be measured and paid separately, 5 Glass dividing strips, 3 mm thick and 38mm wide, as in floorsfixed in position ,complete all as specified and directed by Engineer-in-Charge. 6 Plain Cement concrete75 mm thicktype C-2, 1:3:6 by using 40mm graded mechanically crushed stone aggregate as in floor/hardstanding/Plinth protectionetc ,laid in panels of approved size and finishing the surfaces of concrete topping even and smooth(without using extra cement) in andincluding demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge.Note :- The concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12mm.Quoted rates are inclusive ofuse and waste of formwork and to devide the area in panels. 7 Repairing the edges of RCC chajja, fascia, columns, beams & loft of stair cases and like by providing PCC (1:2:4) type B-0 including necessary formwork or provision of rendering 15mm thick (average thickness) in cement mortar (1:3) with chicken wire mesh and finishing the surface fair and even including applying a coat of cement of slurry @3kg/ sqm of surface; surface area not exceeding 600mm wide in patches including taking down swollen/ damaged plaster or concrete upto 12 metre height,complete all as specified and as directed by Engineer -in-Charge. 8 Brick work with sub-class `B bricks Fly ash bricks (bricks shall be burnt clay fly ash building bricks as per IS- 13757), straight or curved on plan exceeding 6 M mean radius built in cement sand mortar 1:6 complete in and including demolition of brickwork or stone boulder masonarybuilt in cement mortar including all quoins, arches, pillars etcfor the area where unservicable bricks retrived and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. Note: Servicable bricks retrived from demolitionof this item shall be used after proper cleaning and washing of old bricks under item No.08 below. 9 Brick work with sub-class `B bricks, straight or curved on plan exceeding 6 M mean radius (except bricks) built in cement sand mortar 1:6 complete in and including demolition of brickwork or stone boulder masonarybuilt in cement mortar including all quoins, arches, pillars etc for area where servicable bricks retrived and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge.Note: Servicable bricks retrived from demolition of item No.07 and this item shall be used under this item after proper cleaning and washing of old bricks. 10 First qualityglazed ( digital glossy finish)ceramic colouredtiles of350x450x8 mm thick fixed joint freelaid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste ofhoney like consistancy and pointed in white or coloured cement to match the shadeof tiles in andincluding dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge.Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement. 11 First quality, Non skid ceramiccoloured tiles, 7 to 8 mm thick joint free (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in white or coloured cement to match the shade of tiles in andincluding dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) andremoval of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge.Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement. 12 First quality, Non skid ceramiccoloured tiles, 7 to 8 mm thick joint free (square/ rectangular) area of each tile exceeding 0.18 Sq.m but not exceeding 0.38 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:4) including pointing in white or coloured cement to match the shade of tiles in andincluding dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing)and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge.Notes :- (i) Design, pattern and colour of tiles will be as approved by GE. (ii) Tile work to be executed in any position or in any patches or as per site requirement. 13 Machine cut kota stone slab flooring of 17-18 mm thick laid over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and complete and 15mm thick screed bed in CM 1:6 in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortarand removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge. 14 Granite (of any type ) 16-18 mm thick, work (table rubbed and polished) fine grained Z black/red incooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including screed bed of 15 mm thick in CM 1:3 in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in white cement with pigment and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge. 15 Providing and laying 60mm thick factory made machine pressed interlocking paver blockof M-35 grade ofany shape and size confirming to IS 15658-2006 with grey cement and pigment (In top layer) laidover and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layerfilling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in white cement with pigment and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge.Note : Quoted rates are inclusive of fine sand and nothing extra shall be admissible on this account. 16 All as per item No. 14 here in before but except tiles/paver,complete all as specified and directed by Engineer-in- Charge.Notes :- (i) Serviceable paver block received from demolition of item no.14 above and against this item will be re-used after proper cleaning/washing. No extra payment will be paid on this account .(ii) Quoted rates are inclusive of fine sand and nothing extra shall be admissible on this account. 17 Rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement ,complete all as specified and directed by Engineer-in-Charge. 18 Rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement ,complete all as specified and directed by Engineer-in-Charge. 19 Rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. Notes: (i).Quoted rate shall be deemed to include for necessary scaffolding & formwork for building upto 12.00 m high.(ii) No extra payment made to contractor for work in small patches as required at site/as directed.(iii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor. 20 Rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. Notes: (i).Quoted rate shall be deemed to include for necessary scaffolding & formwork for building upto 12.00 m high.(ii) No extra payment made to contractor for work in small patches as required at site/as directed.(iii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor. 21 Rendering 10 mm thick in cement mortar (1:3), as on concrete surfaces (such as top & bittom of chajjas, beams, balcony ceiling ,roof slab ceiling etc.) finished the surfcae even and smooth without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removing of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. Notes: (i).Quoted rate shall be deemed to include for necessary scaffolding & formwork for building upto 12.00m high.(ii) No extra payment made to contractor for work in small patches as required at site/as directed.(iii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor. 22 Preparation of newplastered or unplastered surfaces of ceiling and applying three coats of white washing ,complete all as specified and directed by Engineer-in-Charge. 23 Preparation of newplastered or unplastered surfaces of walls and applying two coats of oil bound distemper over 1mm thick wall care putty to smoothening the surface by using sand paper ,complete all as specified and directed by Engineer-in-Charge. 24 Preperation of newly plastered surfaces of walls and applying two coats of cement base paint,complete all as specified and directed by Engineer-in-Charge. 25 Petty repair to existing steel window by welding hinges or removing the steel window and re-fixing after making shutter in serviceable condition, including resceuring/replacement of damaged hinges, handle and tower bolt etc and making good to existing hinges,handles,tower bolts etc,complete all as specified and directed by Engineer-in-Charge.Note:-No extra payment given to contractor for replacement hinges,handles,tower bolts etc 26 Petty repair to existingwooden/PVC/particle board cup board of any size,any description and at any position by taking down and refixing after reapir/renewal of unserviceable hinges/lock/knobs/handle/hasp & staple/ magnetic catcher etc of any type and size in steel,woodeen,particle board cup boards including necessary welding work as required complete all as per existing pattern ,complete all as specified and directed by Engineer-in-Charge.Note:- No extra payment given to contractor for replacement of damaged lock/knobs/handle/hasp & staple/ magnetic catcher etc 27 Resecuring or easing & adjusting of Shutters of any description n exc 1 sq. m each without taking down,after minor repairfor smooth functioning and making good surfaces as per the existing surfaces,complete all as specified and directed by Engineer-in-Charge. 28 Resecuring or easing & adjusting of Shutters of any description exc 1sq. m but n exc 2 sq. m each without taking down,after minor repairfor smooth functioning and making good surfaces as per the existing surfaces,complete all as specified and directed by Engineer-in-Charge. 29 Taking down wooden window shutter of size n.exc 1.00 sq.mfrom chokhats of Mild steel/wooden of any description and refixing in same opening after necceasry minor repair and renewal of necessary hardware fittings as required at site inlcuding welding hinges to frame, making serviceable shutter etc ,complete all as specified and directed by Engineer-in-Charge.Note:- No extra payment given to contractor for replacement of damaged hardware fittings 30 Taking down wooden/PVC door shutter of size exc 1.00 sq.m but n exc 2.00 sq.m from chokhats of Mild steel/wooden/pressed steel of any description and refixing in same opening after necceasry minor repair and renewal of necessary hardware fittings as required inlcuding welding hinges to frame, making serviceable shutter etc ,complete all as specified and directed by Engineer-in-Charge.Note:- No extra payment given to contractor for replacement of damaged hardware fittings 31 Taking down old aluminum door and refixing in same opening after reparing to damaged/loosened aluminum rail sections, tightening of scerws,reparing/replacement of locking arragment, repair and replacement of glass beading, replacement of channel and roller for sliding shutters making door in servicealbe condiotion ,complete all as specified and directed by Engineer-in-Charge.Note:- No extra payment given to contractor for replacement of damaged hardware fittings 32 Plain fillets square, rectangular or triangular in section, 2nd class hardwood of sectional area exc 13 & n exc 25 sqcm, clean sawn, wrought finished secured with screws in and including dismantling of old plain fillets ,complete all as specified and directed by Engineer-in- Charge. 33 Prelaminated particle board 18 mm /19 mm thick ,interior grade,prelaminated both sides with decorative choice lamination for wooden and fixed with screws to timber frame as in cupboards, shutters, shelves, pelmet etc. including fixing 18 mm wide 6 mm thick beading of Ist class HW (Teak) all around in and including dismantling of old board,complete all as specified and directed by Engineer-in- Charge. 34 Block board 18mm / 19mm thick, grade 2 quality, interior grade, commercial type, decorative one side with teak finished fixed with screws to timber frame as in cupboards, shutters, shelves, pelmet etc. including fixing 18 mm wide 6 mm thick beading of Ist class HW (Teak) all aroundin and including dismantling of old block board ,complete all as specified and directed by Engineer-in- Charge. 35 Continuous (Piano) hinges, width of flaps (when open ) 30mm, stainless steel bright finish or electro galvanised, ISI Marked fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. 36 Hasp & staple of 100mm size ,safety type aluminium anodized with mild steel hinge pin including bolt to hinge plate and fixed with screws ,complete all as specified and directed by Engineer-in- Charge. 37 Hasp & staple of 100mm size , safety type aluminium anodized with mild steel hinge pin including bolt to hinge plate and fixed with screws fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. 38 Magnetic catcher with Ball catches with 8mm dia steelball, and brass body and strikingplate including letting in andfixed,complete all as specified and directed by Engineer-in- Charge. 39 Barrel tower bolts aluminum anodizes of extuded sectionand fixed of 150 mm long size (length of bolt) fixed as in repair, complete all as specified and directed by Engineer-in-Charge 40 Handlesof size 150 mm ,cast type anodized fixed as in repair, complete all as specified and directed by Engineer-in-Charge 41 Extruded aluminium alloyhandles powder coated , fabricated type,anodisedof size 100 mm , complete all as specified and directed by Engineer-in- Charge. 42 Aluminum alloy, anodized, sliding door bolt with hasp staple ( bolt type) and fixing clips of sheet,cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy and fixed length of bolt 250 mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked ) fixed as in repair, complete all as specified and directed by Engineer-in-Charge 43 Floor door stopper of aluminiumalloy body and tongue, anodised, with hard drawn steel spring, fixed in floor of overall length of cover plate 140mm fixed as in repairs,complete all as specified and directed by Engineer-in-Charge. 44 300mm long ordinary rat tail rod pattern MS door springs including roller and roller plate fixed as in repairs,complete all as specified and directed by Engineer-in-Charge. 45 Filling of white cement in gaps,joints of tiling,along sidewash hand basin,EWC,sink and grating,complete all as specified and directed by Engineer-in-Charge. 46 Door seal 50mm wide and 1 m in lenth built in aluminium black plate with nylon brush fixed with screws fixed as in repairs,complete all as specified and directed by Engineer-in-Charge. 47 Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane in andincluding Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge. 48 Figured glass 3 mm thick, pin headed tyoe and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane in andincluding Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads ,complete all as specified and directed by Engineer-in- Charge. 49 Resecuring of existing window glass panes by using oil putty/ wooden beading as required,complete all as specified and directed by the Engineer in Charge. 50 Stainless,steelwire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples or fixed to wooden bead fixed as in repairs,complete all as specified and directed by Engineer-in-Charge. 51 Door closer hydraulically regulated, designationNo.1 universal type, suitable for doorshutters up to 700 mmin width and ofweightnot morethan 35 kg of Aluminium extruded section body and fixed as in repairs,complete all as specified and directed by Engineer-in- Charge. 52 Cutting chases, pinning in making good to facings where required and pointing in cement mortar (1:3) to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubingand making good, cutting not exceeding 10cm girth, and removal of rubbbish outside MOD land,,complete all as specified and directed by Engineer-in- Charge. 53 Steel water tubing, 15 mm bore medium grade ISI Marked, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and includingtaking up or down existing unservicable tubing and connections, cleaning for re fixing or removal to store, complete all as specified and directed by Engineer-in-Charge.Notes: (i) Servicable steel water tubingretrived from taking down of this item shall be used after proper cleaning and washing of old GI tube under item No.53.00 below. Nothing extra payment will be paid on this account .(ii) Fittings & specials as required shall be provided by the contractor. Contractors rate shall be deemed to include the cost of fittings provided. 54 Re-fixing of servicable steel water tubing of 15 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down servicable steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge.Notes: (i) Servicable steel water tubingretrived from taking down ofNo.52 above and this item shall be used after proper cleaning and washing of old GI tube under this.Nothing extra payment will be paid on this account .(ii) Fittings & specials as required shall be provided by the contractor. Contractors rate shall be deemed to include the cost of fittings provided. 55 Steel water tubing, 20 mm bore medium grade ISI Marked , galvanized with all fittings and fixed complete to walls, ceiling or laid in floors in and includingtaking up or down existing unservicable tubing and connections, cleaning for re fixing or removal to store, complete all as specified and directed by Engineer-in-Charge.Notes: (i) Servicable steel water tubingretrived from taking down of this item shall be used after proper cleaning and washing of old GI tube under item No.55.00 below. Nothing extra payment will be paid on this account .(ii) Fittings & specials as required shall be provided by the contractor. Contractors rate shall be deemed to include the cost of fittings provided. 56 Re-fixing of servicable steel water tubing of 20 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling in and including taking up or down servicable steel water tubing and connections ,complete all as specified and directed by Engineer-in- Charge.Notes: (i) Servicable steel water tubingretrived from taking down ofNo.54 above and this item shall be used after proper cleaning and washing of old GI tube under this.Nothing extra payment will be paid on this account .(ii) Fittings & specials as required shall be provided by the contractor. Contractors rate shall be deemed to include the cost of fittings provided. 57 Rotational moulded PVC, tripple layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. including ball brass valve of 20 mm bore,high pressure,with polythene float and fly nut in and including dismantling PVC water tanks exc 251 ltr but n. exc 500 ltr capacity by disconnecting existing water connection and removal from site,complete all as specified and directed by Engineer-in- Charge. 58 Rotational moulded PVC, tripple layered, water storage tanks of capacity 1000 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. including ball brass valve of 20 mm bore,high pressure,with polythene float and flynut in and including dismantling PVC water tanks exc 501 ltr but n. exc 1000 ltr capacity by disconnecting existing water connection and removal from site,complete all as specified and directed by Engineer-in- Charge. 59 Ball valve high pressure of PTMT with epoxy coated aluminium door and highdensity plastic ball screwed for 20mm dia iron pipe and fixed (minimum wieght 15mm-142gms/20mm 210gms/25mm 455gms/40mm 690gms ) and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. 60 Stop cock /Angle cock, 15 mm borefancy type chromium plated cast copper alloy, screwed down,high pressure,with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. 61 Stop cock , 15 mm bore fancytype with longshankandcup(concealed type) cast copper alloy, screwed down,high pressure,with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. 62 Bib taps,15 mm bore fancy type cast copper alloy Chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. 63 Shower roses of 125 mm size fancy type , chromium plated ,with or without swivel joints, any size, including fixing to steel pipe or GI/Kitec fiitingPillar taps, fixed as in repair , complete all as specified and directed by the Engineer in -Charge.Note for Srl Item No 58 to 62:-The quoted rates against these items shall deemed to beincluded for replacement of damaged GI/Kitec fitting such as socket, elbow,nipple and tee of required size ,fitted/connected and making good any leakage. Nothing extra shall be admissible on this account. 64 Bib tap standard of PTMT of 15 mmBore dia of pipein any colour long body high pressure screwed for iron pipe or GI/Kitec fiiting(minimum weight 15 mm- 105 gms) fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 65 Stop cock of PTMT of 15 mmBore dia of pipein any colour high pressure screwed for iron pipe or GI/Kitec fiiting(minimum weight 15 mm- 90 gms/20 mm-92 gms)fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 66 Angle cock of PTMT of 15 mmBore dia of pipein any colour high pressure screwed for iron pipe or GI/Kitec fiiting(minimum weight 15 mm- 90 gms/20 mm-92 gms)fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 67 Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed for 15 mm bore dia fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 68 Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed for 20 mm bore dia fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 69 Wash basins ,vitreous china, white,rectangular type of size 550x400mm including brackets and cutting for and pinning in ends of brackets or erecting stand 32mm diaWaste fittings, brass, chromium plated for glazedbasinswith long screwed shanksand fly-nuts, flange endbeddedinred lead cementand other end fixed inluding new brackets fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 70 Vitreous China squating pan, Orissapattern, size 580x440mm white, with integral foot rests, including 100mm cast iron P or S trap and 100mm cast iron sanitary connection socket to fit WC outlet including connection to trap, to flushing pipe, anti-syphonage pipe etc. complete including making good to floor fixed as in repair , complete all as specified and directed by the Engineer in -Charge.Note :- Qty andRates are inclusive of for both P type and S type Traps as on actual required basis on ground 71 Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including connection to trap,and to flushing pipe, anti-syphonage pipe,etc including 100mm cast iron P or S trap complete including making good to floor fixed as in repair , complete all as specified and directed by the Engineer in -Charge.Note :- Qty andRates are inclusive of for both P type and S type Traps as on actual required basis on ground 72 PVCvalveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 73 PVC connections 15mm size with PTMT nuts of length 600 mm fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 74 Plastic water closet seat cover good quality in any colour with flat bottom and cover and mild steel chromium plated or aluminium hinging devices, connected to drains outlet,fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 75 Mild steel chromium plated jet including PVC pipe of suitable length for European/ pedestal type WC including all accessories fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 76 Hand shower (Health foucet) cast copper alloy chromium plated with and including 8mm dia 1.00 meter long CP flexible tube and with hook fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 77 PVC waste pipe flexible for Sink/ WHB of 32mm size fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 78 Looking mirror of size 600 mm x 450 mm, beveled edge mirror 5 mm thick of selected quality, glass mounted 6 mm thick commercial plywood with decorative type wooden frame and fixed to wooden plugs with steel screws to wall fixed as in repair , complete all as specified and directed by the Engineer in -Charge. 79 PVC cabinet mirror of size 400mmx500mm fixed as in repair,complete all as specified and directed by Engineer-in- Charge.Note : Colour and pattern of cabinetshall be approved by Garrision Engineer. 80 Taking down and Refixing of WHB/SINK to existing position including change of rusted bracket/ fastener as required at site, including refixing of existing piller tap/PVC connection/waste pipe/grating/bib tap etc and making good with white cement/grey cement to match existing surface , complete all as specified and directed by the Engineer in -Charge. 81 PVC water tank cover suitable for water tank of Cap 500 Ltr / 1000 Ltrfixed as in repair,complete all as specified and directed by Engineer-in- Charge. 82 CP grating 75/100 mm dia/hinged circular of approved make and fixing with cement mortar 1:3 as in repair with/without holes as requiredfixed as in repair,complete all as specified and directed by Engineer-in- Charge. 83 Syphonic action rod with float valve (complete kit) for Low level cisternfixed as in repair,complete all as specified and directed by Engineer-in- Charge. 84 Syphonic washer/flush handle etc suitable for pvc low level flushing cistern of any capacity for attending the complaint of leakage of flushing cisternfixed as in repair,complete all as specified and directed by Engineer-in- Charge. 85 CP waste coupling suitable for 32 /40 mm bore pipefixed as in repair,complete all as specified and directed by Engineer-in- Charge. 86 CP waste coupling for sink of size 75/100 mm bore pipefixed as in repair,complete all as specified and directed by Engineer-in- Charge. 87 CP towel rail 600mm long fixed with rawal plug and steel screws fixed as in repair,complete all as specified and directed by Engineer-in- Charge. 88 CP towel ring of dia300mm fixed with rawal plug and steel screws fixed as in repair,complete all as specified and directed by Engineer-in- Charge. 89 Rectangular Sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long fixed with PVC rawl plugs and wooden screws fixed as in repair,complete all as specified and directed by Engineer-in- Charge. 90 Finials/Brackets for curtain rod of any size and shape as required at sitefixed as in repair,complete all as specified and directed by Engineer-in- Charge. 91 Clearing of air lock in GI pipe of 15/20mm dia and making the water supply available upto water taps incl attending the complaints of no water supply including all necessary fitting as required at site complete to clear the complaint ,complete all as specified and directed by Engineer-in- Charge. 92 Drapery rod of mild steel 25mm dia, ribbed/fancy type, powder coated, any shade, including set of fixing brackets, for span not exceeding 2m, fixed to wall with PVC finols/finnels, connected accessaries, rubber packing, required screws andPVC rawal plugs as required fixed as in repair ,complete all as specified and directed by Engineer-in- Charge. 93 Removing vegetation of any type form chajjas ,balcony, mummty slab in any part of building including making good to distrubed surface with 50 mm thick pcc 1:2:4 type B-1 using 20mm graded mechanically crushed stone aggregatemixed with water prrofing compound,complete all as specified and directed by Engineer-in- Charge. Note :Cost of waterproofing compound shall be included in the quoted rate of this itemand nothing extra shll be admissible on this account . 94 Disconnecting existing tanks of capacity exceeding 250ltrs but n. exceeding 500ltrs, draining out of water, setting a side( or lowering if required) for repair/cleaning and removing accumulated sluge/dirt scales from tank bottom, side and from mouths of circulating pipes of service tanks located on roof of building and disinfecting the tank using bleaching powder to make the tank bacteria free, writing by stencil date of cleaning of tank with white synthetic enemel paint on black ground Cleaned on (date) height of words100mm, and hoisting if required, refixing and reconnecting in position after cleaning,complete all as specified and directed by Engineer-in- Charge. 95 PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor including taking down old pipes and including necessary excavation, return filling and demolition of PCC etc if required ,complete all as specified and directed by Engineer-in- Charge. 96 PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets and making good the mouth of rain water pipe including taking down old pipes,complete all as specified and directed by Engineer-in- Charge. 97 PVC (SWR) pipes 110 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets and making good the mouth of rain water pipe including taking down old pipes,complete all as specified and directed by Engineer-in- Charge. 98 PVC (SWR) bends any radius 75mm borefixed with solvent cement in any position as per site requirementprovided with access door fixed as in repair , complete all as specified and directed by Engineer-in-Charge. 99 PVC (SWR) bends any radius 110mm borefixed with solvent cement in any position as per site requirement fixed as in repair, complete all as specified and directed by Engineer-in-Charge. 100 PVC (SWR) floor trap plain 75mm with grating including jointing with solvent cement to waste pipe as per site requirement fixed as in repair, complete all as specified and directed by Engineer-in-Charge. 101 PVC (SWR)multi floor trap plain 75mm with grating including jointing with solvent cement to waste pipe as per site requirement fixed as in repair, complete all as specified and directed by Engineer-in-Charge. 102 Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof of 75mm bore of pipe fixed as in repair , complete all as specified and directed by Engineer-in-Charge. 103 Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof of 100mm bore of pipe fixed as in repair , complete all as specified and directed by Engineer-in-Charge. 104 Welding in repair exc 2.5 cm but n exc 5.00 cmin length thickness of metal to be welded n.exc 6mm, including cleaning, preparing the surfaces andholding the member in true position for maintenance of steel items such as gates, grills, doors window etc. ,complete all as specified and directed by Engineer-in- Charge. 105 Plain cement concrrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in sub base, foundations, filling and mass concrete of 75 mm thick in an dincluding demolition of unreinforced cement concrete in ground floors and paving n. exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge.
Contract Date : 20 Dec, 2024   |   Contract Value : 22 Lakhs
BRR : 9414665 Tender For Minor Civil , Repair & Maintenance Work At Scl Premises, Sector- 72, S.A.S Nagar; 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-incharge. 2 a) All kinds of soil 3 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge 4 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 5 All kinds of soil 6 Pipes, cables etc, not exceeding 80 mm dia. 7 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 8 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 9 Supplying and filling in plinth with finesand under floors including,watering, ramming consolidating and dressing complete 10 Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering--All work upto plinth level. 11 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 12 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 13 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) 14 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 15 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) 16 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note:- Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 17 All works upto plinth level 18 Concrete of M25 grade with minimum cement content of 330 kg /cum 19 Steel Reniforcement for R.C.C work including straighting , cutting, bending ,placing in position and binding all complete . 20 Thermo-Mechanically Treated bars of grade Fe-500D or more 21 Centring & shuttering including strutting, propping etc and removal of form work for: 22 Foundation, footings, bases of columns etc for mass concrete 23 Suspended floors, roofs, landings, balconies & access platform, sheleves etc. 24 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 25 Columns, Pillars, Piers, Abutments, Posts and Struts 26 Small lintels not exceeding 1.5m clear span , moulding as in cornices, window sills ,string courses,bands, copings ,bed plates, anchor blocks and the like. 27 Brick work with F.P.S bricks of class designation 7.5 in foundation and plinth in: 28 Cement Mortar 1:6 (1 cement: 6 Coarse sand) 29 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, sizes and closing cutouts/opening in 30 Cement Mortar 1:6(1 cement: 6 Coarse sand) 31 Half brick masonary with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level. 32 Cement mortar (1:4) 1 cement : 4 coarse sand 33 Extra for providing and placing in position 2 nos. 6 mm dia. M.S. bars with6 mm dia M.S. bars links @ 230mm c/c at every third course of half masonary. 34 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 35 Providing and fixing 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 or 50 mm long SS studs whichever is suitable all complete as per directions of E-I-C. 36 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 37 5.5 mm thick glass panes 38 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 39 For fixed portion 40 Powder coated aluminium sections (minimum thickness of powder coating 50 micron) 41 For shutters of doors, windows & ventilators including providing and fixing SS hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket, brush beading etc. required (Fittings shall be paid for separately). 42 Powder coated aluminium (minimum thickness of powder coating 50 micron) 43 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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) 44 With float/froast glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) 45 French spirit polishing : Two or more coats on new works including a coat of wood filler 46 Providing and fixing Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings including sealing of joints using appropriate sealant, as per the approved shop drawings, as specified, and as directed by the Engineer- in-Charge.For payment, only the actual area of glass on face # 1 of the glasspanels (but excluding the area of grooves and weather silicone sealant)provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).“(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc..The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 47 Providing and fixing Black (dark) film on glass window / doors etc., complete all as per manufacturers specifications and as per the directions of Engineer-in-Charge. 48 Providing and fixing reflective SUN CONTROL film on window / ventilators / clear storey windows glass panes etc., complete all as per manufacturers specifications and as per the directions of Engineer-in-Charge. 49 Providing and fixing Designer Glass Film with Logo Print ventilators /clerestorey windows, glass panes etc. complete all as per manufacturers specification and direction of EIC. 50 Supply and installation of Vinyl coated ultra home decor wall paper of approved shade/colour/designed flocked paper on the walls with suitable adhesive .The wall paper shall be washable ,resistant to stains and can be scrubbed easily.The installation shall be in such a way that the wall paper appears jointless and edges should not peel off.Before execution of work ,it should be ensured that the wall is made smooth with suitable fillers,all as per standard practice and direction of Engineer-In-Charge. 51 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987 Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) 52 i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 53 With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false ceiling tiles. 54 Structural steel work riveted, bolted or welded in built up sections, trusses , framed work, stringer , treads and landing of staircases, railing , guard bar, gratings , gatesand similar work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 55 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 56 Hot finished welded type tubes 57 Steel work with all type of available steel section at SCL including cutting, hoisting, fixing in position , weldingetc. complete.( Labour Rate) (Steel shall be supplied by department at free of cost) 58 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer 59 Using M.S. angels 40x40x6 mm for diagonal braces 60 NOTES FOR MARBLE / GRANITE/TILE FLOORING ITEMS: 1) The brand name / local name specified for coloured marble / slabs / granite stone slabs are meant for the approved quality available in the region. 2) White cement wherever specified for items shall be of Birla White or equivalent. 3) The newly laid floor shall be protected with a layer of gypsum / POP (Plaster of Paris) laid over a polythene sheet by covering the entire finished surface as directed till the finished items like painting / polishing etc. This shall be done irrespective of whether mention has been made in the individual flooring items or not at no extra cost. 61 52mm thick cement concrete flooring with concrete hardener topping under layer 40mm thick cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2(1 cement hardener mix:2 graded stone aggregate 6mm nominal size) by volume hardening compound is mixed @2 litre per 50Kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete 62 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 63 40 mm wide and 4 mm thick 64 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 Engineer-in-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. 65 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete 66 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 67 Size of Tile 600x600 mm . 68 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 69 Size of Tile 600x600 mm 70 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. 71 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 72 Acid and alkali resistant tile 73 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 74 Acid and alkali resistant tile 75 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling /grouting and finishing complete as per direction of Engineer-in-charge. 76 Size of Tile 600x600 mm 77 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) : 78 25 mm thick 79 Kota stone slabs 20 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 80 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 81 Red sand stone 82 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 83 Granite of any colour and shade 84 Area of slab upto 0.50 sqm 85 Providing edge moulding to 18 mm thick 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. 86 Granite work 87 Providingandlaying 2mm thick Unbacked flexible fully homogeneous PVC sheetsin Floor and Skirting of approved make and quality conforming to IS: 3462-1986.P.V.C flooring/ skirting with P.V.C sheets including preparing the surface by providing 2-3 mm thick layer of cementatious smoothening compiound and priming compund as recommended to provide smooth surface and applying adhesive - as recommended by the P.V.C manufacturers, laying, aligning, cutting in required size and pattern, trimming, removing the adhesive stains on the surfacerolling with 100lb roller and sealing up the joints with fuse welding as recommended by the manufacture including cleaning the surface using a cloth or mop and wiping the surface with soft dry cloth etc; complete all as per specifications and direction of Engineer-in-charge. 88 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 : 89 In 75x75mm deep chase 90 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, 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. 91 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) including flushing total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 92 Ridges plain (500 - 600mm) 93 Providing and fixing 2mm thick solid compact poly carbonate sheet of approved make and shade on the MS frame work with self driven/self tapping screw of required/approved size and providing silicon sealent etc. complete all as per manufactures specification and direction of E-I-C. 94 Providing and fixing10mm thick multi wall poly carbonate sheet of approved make and shade on the MS frame work with self driven/self tapping screw of required/approved size and providing silicon sealent etc. complete all as per manufactures specification and direction of E-I-C. 95 a) Before commencement ofplastering theareashallbe very closely hacked, cleaned, wettedandshall be markedwith Thiyyas or Tapanis and shall be got approved by the Engineer-in-charge with no extra cost to deptt.b) Whenever the electricalcontractor/ agency has to fix upswitch boxesin walls,necessary Thiyyas orDhadas shall be arranged prior toplastering so that the electrical boxes are fixed properlyinline withthefinished plastered surfacesc) Noextraclaim/cementconsumption shall be entertained by the Department for the plastering done morethanthe specified thickness shown in the schedule of quantities to bring the plastered surface to perfect line, leveland plumb with adjoining columns and beams. d) Grooves of desired size in plaster shall be provided by the contractor without any extra cost to the department. e) Washed river coarse sand shall be used 96 12mmcement plaster of mix : 97 1:6 (1 cement: 6 coarse sand) 98 6 mm cement plaster of mix :1:3 (1 cement: 3 coarse sand) 99 15 mm thick cement plaster on rough side of single or half brick wall of mix : 100 1:6 (1 cement : 6 Coarse sand ) 101 Pointing on brick work or stone flooring with cement mortar 1:3 (1 cement: 3 coarse sand) : 102 Flush / Ruled/ Struck or weathered pointing 103 Pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size, dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 Coarse sand) mixed with 10% finely grounded hydrated lime by volume of cement. 104 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 105 20 mm dia. nominal bore 106 25 mm diameternominal bore 107 Providing and fixing brass stop cock of approved quality 108 15mm nominal bore 109 Providing and fixing brass bib cock of approved quality 110 15mm nominal bore 111 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: 112 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 113 Providing and fixing counter sunk wash basincutting and making good the walls wherever required 114 White Vitreous China wash hand basin counter top oval 510 x 430mm (approx) 115 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 116 75 mm 117 110 mm 118 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. 119 15 mm nominal outer dia Pipes 120 20 mm nominal outer dia Pipes 121 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 122 Semi rigid pipe 123 40 mm dia 124 Flexible pipe 125 40 mm dia 126 Providing and fixing wall hung European water closet suite(Double Syphonic Type ) comprising of : Best Indian make white glazed viterous chinaware wall hung European water closet, Double symphonic pattern of approved make conforming IS :2556 - part -II fixed to wall with necessry CI chair suppiled bymanufacturer.White glazed vitreous chinaware low level flushing cistern 10 ltrs capacity suitable for double symponic water closet bearing ISI mark with all internal fitting , mounted with suitable heavy duty seat cover over closet with necessary fixtures.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 : 127 W.C. pan with ISI marked heavy duty white solid plastic seat and lid 128 Providing and fixing uplasticised PVC connection pipe with brass unions 129 45 cm length 130 15 mm nominal bore 131 Providing and fixing Brass pillar cock of approved quality and colour 132 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms 133 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 134 Providing and fixing in position Hand shower (Health faucet) ABS body with 8mm dia., 1.2 metre long flexible tube & wall hook including necessary fixtures etc all complete as specified and as directed by E-I-C. 135 Providing and fixing on wall face unplasticised Rigid PVC 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, (i) Single socketed pipes 136 75 mm diameter 137 110 mm diameter 138 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 139 25 mm nominal bore 140 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 141 25 mm nominal bore 142 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 143 25 mm nominal bore 144 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required : 145 Kitchen sink without drain board 146 610x460 mm bowl depth 200 mm 147 Providing and filling in position, blown bitumen in expansion joints 148 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 149 Circular tank 150 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge 151 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 152 450 mm dia RCC pipes. 153 600 mm dia RCC pipes. 154 Providing and fixing Stainless steel 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. 155 Providing and fixing Stainless steel towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality. 156 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms 157 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms 158 Providing at site Automatic battery operated urinal sensor compatible to Cera (CALCIA EFS) or equivalent. 159 Making top khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 Coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C sheet 1m x1m x 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. 160 Extra for providing and mixing water proofing material in cement per bag of plaster work in proportion recommended by the manufacturers 161 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge 162 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge 163 Laying available cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 164 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete 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 Engineer-in-charge). 165 Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 166 On bituminous surface @ 0.50 Kg / sqm 167 Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 168 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity 169 Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers,laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 170 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity 171 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 172 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 173 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre 174 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre 175 Applying priming coat: 176 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works 177 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) 178 White washing with lime to give an even shade : 179 Old work (two or more coats) 180 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 181 Old work (one or more coats applied @ 0.83 ltr/10 sqm). 182 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 183 Two or more coats 184 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 185 One or more coats on old steel surface 186 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 187 75 mm diameter pipes 188 100 mm diameter pipes 189 150 mm diameter pipes 190 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.Note: The work includes (Preparing the old painted surface by sandpapering with emery paper, filling the crevices and smoothning wall surface with two coats of suitable epoxy putty where ever required.)Painting the old prepared wall surface with two or more coats of approved Epoxy Coating of approved brand and colour to give an even shade with lamb wool roller/spray to give a required finish. Including scaffolding, etc. complete all as per manufacturers specification and direction of deptt. 191 OnSteel surface: 192 On concrete work 193 Painting with aluminium paint of approved brand and manufacture to give an even shade: 194 One or more coats on old work 195 Providing Acid Resistance FRP Lining over the effluent tank floor and wall surfaces with three or more coats of Epoxy Acid resistant coating sanwhiched with approved glass fibre mesh ( 0.3 kg/sqm) of approved colour to give an even shade with lamb wool roller /sprayer over a coat of compatible Epoxy Primer to give a required finish including scaffolding etc complete all as per manufacturer specification and direction of E-I-C. Prior to application of Epoxy Paint the existing surface shall be throughly cleaned using brush and sandpaper and a coat of epoxy primer applied on the prepared wall surface. 196 Providing and applying two coats of acrylic-aliphatic polyurethane paint (UV resistant) on external surface of cryo vessels by air less spray gun of approved brand and shadeover a coat of compatabile epoxy mastic primer (Rust proof primer) on old work etc. up to height of 14m from the ground level,all as per manufacturers specification and direction of the Engineer-In-Charge(E-I-C). Rate shall include providingdouble scaffolding system (cup lock type), preparation of existing painting surface including removal of corrosion, applying rust proof primer and metal putty using hand tools etc. to make the surface suitable to receive fresh paint by air less spray gunas per direction of E-I-C. 197 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape,raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 198 With cement mortar 1:4 (1cement: 4 coarse sand) 199 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 200 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per directions of Engineer-In-Charge. 201 For door/ window/ clerestory window 202 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 203 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc 204 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 205 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 206 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 207 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 208 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. 209 In cement mortar 210 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 211 From brick work in cement mortar 212 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 213 Of area 3 sq. metres and below 214 Of area beyond 3 sq. metres 215 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. 216 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. 217 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : 218 Water bound macadam road 219 bituminous road 220 Cutting holes up to 30x30 cm in walls/Floor including making good the same 221 With common burnt clay F.P.S. (non modular) bricks 222 Removing existing PVC flooring & skirting, cleaning the surface by suitable thinner and disposal of unserviceable material from the area to the identified place in the SCL campus, stacking etc. all complete as per the direction of Engineer-In-Charge. 223 Disposal of building rubbish / malba / similar unserviceable,dismantled or waste materials by mechanical means, including loading, transporting, unloading to the authorised Mohali Municipal Dumping Groundor as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Impt Note:1. Measurement for disposal shall be taken by measuring the size of the trolly. The net volume of the malba disposed shall be reduced by 20% for voids for making payment. 224 Extraction of Pump & Motor including all accessories from the existing Borewell 225 Lowering of Pump & Motor including all accessories in the Borewell 226 Brick work with FPS brick work of class 7.5 at all levels usingbricks obtained after dismantling/supplied by SCL as per direction of E-I-C 227 a) Cement mortar ( 1 Cement: 6 Coarse Sand) 228 Cleaning sewer line Man holes including removing the top Mild steel covers, grills and refixing the same after removal of earth biomass, foreign material etc, from inside the Manhole, cleaning & removing the same at the identified location in SCL Premises including cleaning of inlet and outlet of pipes etc., all as directed by Engineer-in-Charge. 229 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 230 Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. 231 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. 232 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. 233 Hacking of CC flooring including cleaning for surface etc.complete as per direction of the Engineer-in-Charge. 234 Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge 235 Supply of Hydraulic excavator(3D)with diesel and fuel 236 Providing and fixing in position pre-cast R.C.C. manhole cover and frame (Medium Density) of required shape, size and approved quality- 237 Re-lettering work with black Japan paint of approved brand and manufacture on surface of specified size. 238 Lettering work with black Japan paint of approved brand and manufactureon wall/board of specified size. 239 Making Logo on wall/board by black japan paint of size upto 300 x 300mm 240 Making border upto 2 wide around the boards/written surfaceon wall/board by black Japan paint.
Contract Date : Ref. Documents   |   Contract Value : Ref. Documents
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