Miscellaneous Repair Works of Canteen and Annexe Building of ERPL Kolkata Office

Canteen & Annexe building repair

CONCRETE WORK :

CEMENT CONCRETE (CAST IN-SITU) :

Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in al l respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Eng ineer:

1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]

1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]

MISCELLANEOUS CONCRETE WORK :

REINFORCED CEMENT CONCRETE :

RCC (CAST IN-SITU) :

Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 grade d stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,l intels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing center ing, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclu sive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR).

a) All work up to plinth level

b) In superstructure at all floors up to floor five level,

STEEL REINFORCEMENT :

Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio n of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more

MASONRY WORK :

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :

Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement mortar 1:6 (1 cement : 6 coarse sand)

WOOD & PVC WORK :

FRAMES AND TRUSSES :

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required diameter & length [Note: Hold fast lugs or Dash fasteners shall be paid separately und er relevant item of SOR] :

Second class teak wood

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete :

Fixed to steel windows by welding

ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) :

Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete. [Note: Aluminum hinges shall not be used in wooden shutter s, stainless steel hinges shall be preferred.] :

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), tr ansparent or dyed to required colour or shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868 ) transpar ent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transp arent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete.

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent o r dyed to required colour or shade, with necessary screws etc. complete :

STEEL WORK :

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

FLOORING :

Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.

VITRIFIED FLOOR TILES :

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 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete :

Size of Tile 600x600 mm

ROOFING & CEILING :

Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.

Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

RAIN WATER SPOUT AND PIPE :

Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.

FALSE CEILING :

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanised steel sections (g alvanising @ 120 grams/sq.m. including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross 'T' of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main 'T' at 600 mm centre to centre to form a grid of 1200x600 mm and second ary cross 'T' of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be interlocked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls/ partitions on a Perimeter wall angle pre-coated steel of size 24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, inc luding cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever require d. Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia an d 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm, spaced at 1200 mm cen tre to centre along main 'T', bottom exposed with 24 mm of all 'T' sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by the Engineer-in-Charge. [Note: Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm . The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non-combustible as per B.S. 476 (Part-IV), 100% humidity resistance and also having thermal conductivity < 0.043 w/mK.]

FINISHING

CEMENT PLASTER (IN FINE SAND) :

12 mm cement plaster of mix :

1:4 (1 cement : 4 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix :

1:4 (1 cement : 4 fine sand)

CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT :

12 mm cement plaster finished with a floating coat of neat cement of mix :

1:4 (1 cement : 4 fine sand)

Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers [Note: Unit "BAG" shall mean "PER BAG OF 50 KG CEMENT USED IN THE MIX").

EXTERIOR FINISHING :

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and inc luding priming coat of exterior primer applied @ 2.20kg/10 sqm

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture.

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.

Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resis tance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives: New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm .

Applying priming coat :

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of app roved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work :

100 mm diameter pipes

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete.

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour :

Two coats

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content :

With water thinnable cement primer on wall surface having VOC content less than 50 grams/ litre.

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratch es etc. complete.

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.

Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of app roved brand and manufacture on old work :

100 mm diameter pipes

REPAIR & REHABILITATION WORKS :

Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15x10x10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per directions of the Engineer-in -Charge :

Door chowkhats

Renewing glass panes, with putty and nails wherever necessary including racking out the old putty :

Float glass panes of nominal thickness 4.0 mm (weight not less than 10 Kg/sqm)

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87-0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer of membrane s hall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical par ameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. ( b) Tear strength in longitudinal and transverse direction as 60/80N. (c) Softening point of membrane not less than 150°C. (d) Cold f lexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the aut horised applicator of the manufacturer of membrane.

STRUCTURAL REPAIR WORKS :

Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percu ssion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed c oncrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction s of the Engineer-in-Charge :

75 mm average thickness

Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and th oroughly washing with water and allowing it to dry, all complete as per directions of the Engineer-in-Charge :

Bars up to 12 mm diameter

Bars above 12 mm diameter

Providing and applying anticorrosive treatment to exposed structural reinforcement with two coats of IPNET RB or equivalent with tim e interval of minimum 8-10 hours between each coat after the application of two coats of alkaline rust converting primer. The applic ation shall be done by brush after cleaning existing reinforecement with wire/ rotary wire brush to make the surface free from loose material, dirt etc. and thoroughly washing with water and allowing it to dry inclusive of all materials, labour, equipment, etc. co mplete as per specifications and directions of the Engineer-in-Charge. The application of anticorrosive treatment shall be strictly as per technical specifications and directions of the Engineer-in-Charge. [Note: Unit "M" shall mean "RUNNING METRE". The running me tre of rebars shall be measured for payment purpose].

Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and directions of t he Engineer-in-Charge complete in all respect :

SBR Polymer (@ 10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified pr oportion of approved polymer.

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteri stic compressive strength (with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria) including the cost of centering and shuttering at edges and corners etc. as directed by the Engineer-in-Cha rge : Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separatel y. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.

25 mm thick in Grade M-25 with cement content not less than 330 Kg/cum

DISMANTLING & DEMOLISHING :

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :

Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

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 the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]

Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations]

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete a nd stacking within 50 metres lead :

Of area 3.0 sq. metres and below

Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in :

Channels, angles, tees and flats

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting ri vets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day sh ift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approv ed by the Engineer-in-Charge.]

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dump ing ground within 50 metres lead.

SANITARY INSTALLATIONS :

Providing and fixing White Vitreous China Wash basin size 550x400 mm with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required.

Providing and fixing White Vitreous China pedestal for wash basin completely recessed at the back for the reception of pipes and fit tings.

Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge :

15 mm nominal dia pipes

20 mm nominal dia pipes

25 mm nominal dia pipes

G.I. PIPES :

Internal Work - Concealed in wall: Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good the walls etc. concealed pipe, including painting with anti-corrosive bitumastic paint, cutting chases and making good the wall :

15 mm dia nominal bore

20 mm dia nominal bore

External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. :

15 mm dia nominal bore

20 mm dia nominal bore

25 mm dia nominal bore

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

15 mm diameter pipe

20 mm diameter pipe

25 mm diameter pipe

BRASS FITTINGS :

Providing and fixing brass bib cock of approved quality :

15 mm nominal bore

20 mm nominal bore

Providing and fixing Un-plasticised PVC (UPVC) connection pipe with brass unions :

30 cm length :

15 mm nominal bore

20 mm nominal bore

45 cm length :

15 mm nominal bore

20 mm nominal bore

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

100 mm diameter

150 mm diameter

C.P. BRASS FITTINGS :

C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-167 or approved equivalent) with 1 no. x 10mm diameter & 450m m long copper pipe.

Valve Connector :

Female Threaded Elbow - 90 Degree :

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required diameter as per directions of the Engineer-in-Charg e : Female Threaded Elbow - 90 Degree

For 15.88 mm outer diameter x 15 mm nominal diameter threaded

For 22.22 mm outer diameter x 15 mm nominal diameter threaded

For 22.22 mm outer diameter x 20 mm nominal diameter threaded

Male Threaded Elbow - 90 Degree :

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M-profile and with O-ring sealing gasket of EPDM material of required diameter as per directions of the Engineer-in-Charg e : Male Threaded Elbow - 90 Degree

For 15.88 mm outer diameter x 15 mm nominal diameter threaded

For 22.22 mm outer diameter x 15 mm nominal diameter threaded

For 22.22 mm outer diameter x 20 mm nominal diameter threaded

For 28.58 mm outer diameter x 25 mm nominal diameter threaded

DRAINAGE :

Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge.

Electrical

Point wiring - Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installa tion of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes ,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC c opper wire from D.B. to switchboard as required is also in the scope of the contractor: 1 light point controlled by 1 switch

Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including provi ding space for electronic regulator in switch box, providing and fixing fan hook in the ceiling as per specifications and drawings.

Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm c opper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal clad socket and p lug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box

Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, comple te with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings.

PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providi ng necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including makin g good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge includin g cost of all labour, materials etc.: 25mm

Supply,fixing and connection of Philips/approved equivalent make LED Slim Panel Round/Squaresuitable for Recessed / Surface mounting made of diecast alluminium body with powder coating,acrylic diffuser with Driver as per IS:15885 (Part2/Sec13):2012,operating volta GE-Venture ranGE- Venture of 150to265Volts AC,P.F>0.9,SurGE-Venture protection:2KV,THD<10%,with high power LED'shaving efficacy of>1 00lumins/watt,CCT:3000K-5700K,minimum CRI>70, .etc., complete including supply & fixing of leadin wire,nuts,bolts,screws etc. All co mplete with labour and materials as per directions of Engineer-in-Charge.

40W (600MMX600MM) SQUARE TYPE

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