PROVISION OF GRANITE PLATFORM IN KATARIBAGH AND EXTENSION OF SHED AND POROVISION OF PAVED BLOCK TILES IN FRONT OF OYSTER BAY (BLDG NO 161 AND 162) AT KATARIBAGH AND OTHER SANCTIONED WORK OF AGE B/R III UNDER GE NW NAVAL BASE KOCHI

Amount

Demolition of cement Concrete of any description and in any position not otherwise speccially provided for complete all as specified and as directed by Engineer-in-Charge.

Surface dressing n exc 15cm deep insoft /loose soil complete all as specified.

Excavation in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation, man holes etc and getting out in soft/loose soil, complete all as specified and as directed by Engr-in-Chrge.

Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.

M&L for plain cement concrete in 1:4:8 type D2 using 40 mm graded stone aggregate for foundations, filling and mass concrete, complete all as specified and as directed by Engr-in-Chrge.

Returning filling in including spreading, leveling, watering and well ramming in layers n exc 25cm thick (Soft/loose soil) complete all as specified and as directed by Engr-in-Chrge

Removing excavated material n. exc.50 Mtr and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engr-in-Chrge.

M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed by Engineer-in-Charge.

M & L hardcore brocken stone of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge

Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc,complete all as specified and as directed by Engineer-in-Charge

M&L for 10 mm thick rendering in cement mortar (1:4) on vertical surfaces to receive wall tiling, complete all as specified and as directed by Engr-in-Charge.

M&L for 20 mm thick Screed bed or bedding layer in CM (1: 6 ) for laying in floor finishes complete all as specified and as directed by Engr-in-Charge.

M&L for 18 to 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms, wash hand basin counter and the 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 ,complete all as specified and as directed by Engineer-in -Charge

M&L for Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite ,complete all as specified and as directed by Engineer-in -Charge

M & L for coarse aggregate for granolithic floors, graded from 12.5mm to 4.75 mm, spread and levelled in layers n exc. 40 mm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge

M&L for 60mm thick,factory made Machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 . M-35 grade with grey cement and pigment all complete all as specified and as directed by Engineer-in-Charge.

S&F stainless steel pipe 50mm dia, 1.5mm thick, 316 grade (Grade 1) as in post for shed and fixed in floor,wall,ground with suitable base plate complete all as specified and as directed by Engineer-in-Charge.

M&L for roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.conforming to Fe 410 -W (Gde-E- 250) quality-A, complete all as specified and as directed by Engineer-in-Charge.

S&F for Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation on new steel surface exceeding 10 cm width or girth applying two coats of aluminium paint over a coat of metal primer,complete all as specified and as directed by Engineer-in-Charge

M&L for preparation of old painted steel surface of any description exc 10cm width or girth and applying one coat of aluminium paint complete all as specified and as directed by Engineer- In - Charge

M&L for plain cement concrete in 1:2:4 type B 2 (using 40 mm graded stone aggregate ) as in surface channel or drain complete all as specified and as directed by Engineer-in-Charge.

Extra for forming fair finish to existing drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed by Engineer-in-Charge.

M&L for Plain Cement Concrete 1:2:4, type B0 using 12.5mm graded stone aggregate as in mass concrete arround the sides of paver blocks or chamfered edges, top of wall etc including necessary form work complete all as specified and as directed by Engineer-in-Charge.

M&Lfor mild steel ( Fe 410 -W (GdeE- 250) quality A )framed work as in drain cover of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. fixing complete all as specified and as directed by Engineer-in-Charge.

S & F PVC eaves gutter 180mm dia, semi circular with all necessary fittings, joining compounds,brackets, clamps, nut, bolts or screws etc and fixing in position complete all as specified and as directed by Engineer-in-Charge

S & F PVC (SWR) rain water pipes 180mm dia, with all necessary fittings (except bend), joining compounds, clamps, nut, bolts or screws etc and fixing in position, complete all as specified and as directed by Engineer-in-Charge

S & F PVC (SWR) bends, any radius, 180mm bore complete all as specified and as directed by Engineer-in-Charge.

M&L for plain cement concrete in 1:3:6 type C2 using 40 mm graded stone aggregate for foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 30 cm or less complete all as specified and as directed by Engineer-in-Charge.

M&L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade A complete all as specified and as directed by Engineer-in-Charge.

M&L for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and as directed by Engineer-in-Charge.

M&L for providing PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in kerbs, etc including necessary form work complete all as specified and as directed by Engineer-in-Charge.

M&L for p roviding, precast cement concrete 1:2:4, type B1, using 20 mm graded stone aggregate in landings, cover slabs (for manholes etc.) chajjas, copings, including chamfers weatherings, throating etc. and setting in mortar (1:6 ) complete with joints to match all as specified (Note : Reinforcement shall be measured and paid separately)

M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with andincluding mild steel wire (annealed) not less than 0.9mm dia or securing with clip all as specified and as directed by the Engineer In Charge

M & L for structural steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade St-240 complete all as specified and as directed by the Engineer In Charge

M & L for mild steel flat iron fillets including all necessary drilling, bolting or reviting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by the Engineer In Charge

M&L for preparation on new steel surface exceeding 10 cm width or girth applying two coats of anti corrisive paint over a coat of metal primer,complete all as specified and as directed by Engineer-in-Charge

M&L for mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips,complete all as specified and as directed by Engineer-in-Charge

Dismantling wrought iron or mild steel work or cast iron work including C I pipes,bends etc of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.

Material and labour for pre-cast cement concrete block masonry with solid blocks of PCC 1:2:4 type B 1 (using 20 mm graded aggregate) exceeding 10 cm width and setting in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L for Mild steel TMT bars 5 mm to 10mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with andincluding mild steel wire (annealed) not less than 0.9mm dia or securing with clip as in in stirrups, spacers and binders all as specified and as directed by the Engineer In Charge

M&L for RCC (1:2:4) (nominal mix) type B1 20 mm graded stone aggregate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete all as specified and as directed by the Engineer In Charge

M&L for RCC (1:2:4) (nominal mix) type B1 20 mm graded stone aggregate in columns, pillars, piers, posts and struts etc complete all as specified and as directed by the Engineer In Charge

M&L for RCC (1:2:4) (nominal mix) type B1 20 mm graded stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer In Charge

M&L for RCC (1:2:4) (nominal mix) type B1 20 mm graded stone aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer In Charge

M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished concrete surfaces complete all as specified and as directed by the Engineer In Charge

M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions etc for rough finished concrete surfaces complete all as specified and as directed by the Engineer In Charge

M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers,lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for rough finished concrete surfaces complete all as specified and as directed by the Engineer In Charge

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished concrete surfaces complete all as specified and as directed by the Engineer In Charge

M&L for 15mm thick rendering in CM 1:6 on brick or concrete surface of wall finished fair and even without using extra cement , complete all as specified and as directed by Engineer- In- Charge.

M&L for 15mm thick rendering in CM 1:4 on brick /PCC block masonry or concrete surface of wall finished even and smooth without using extra cement , complete all as specified and as directed by Engineer- In- Charge.

M&L 5 mm thick rendering in cement mortar (1:3) on concrete surfaces like soffits of RCC slabs, ceilling, chajja, etc. finishing plastered surfaces even and smooth, without using extra cement, complete all as specified and as directed by Engr-in-Charge.

M&L for preparation of on newly plastred surface of walls and applying two coat of cement base paint over a coat of alkali resistence primer complete all as specified and as directed by Engineer- In - Charge

M&L for preparation of new plastered surface of wall including cornices (Plastered or unplastered) and applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation of new plastered surface of ceiling including cornices (Plastered or unplastered) and applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.

M&L for 75 mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base of floor complete all as specified and as directed by Engineer-in-Charge.

M&L for 15 mm thick Screed bed or bedding layer in CM (1: 6 ) for laying in floor finishes complete all as specified and as directed by Engr-in-Charge.

M&L for non skid ceramic joint less tiles 300x300x7 to 8 mm thick in floors etc. set & jointed in neat cement slurry & pointed in white or coloured cement to match, complete all as specified and as directed by Engr-in-Charge.

M&L for glazed ceramic coloured joint less tiles 450x350x7 mm on vertical surfaces such as skirting, dado etc set and jointed in neat cement slurry and pointed in white or colour cement to match, complete all as specified and as directed by Engr-in-Charge.

M&L for hard wearing vitrified ceramic tiles, 300x300x10 mm thick laid in floors etc. set & jointed in neat cement slurry & pointed in white or coloured cement to match all as specified (Make : VC shield series of SOMANY / Abrasion resistant series of Johnson or equivalent make approved by Garrison Engineer), complete all as specified and as directed by Engr-in-Charge.

S&F anodised aluminium sliding window and ventilator frame with out sash bar,including all necessary jointing cleats,hold fasts,hinges with fixing clips,rubber gasket,anodised snap beading,anodised aluminium fittingsuch as 'F' chanel if required for wire mesh or aluminium grill,handle,locking arrangement etc . Section used for sliding window and ventilator frame as follows (1) catlogue No 4095 of size 61.98x29.70x1.60 mm= 2 track. (2) catlogue No 9777 of size 39.00x20.00x1.60 mm= shutter vertical. (3)catlogue No 3994of size 41.00x20.00x1.20 mm - shuttedr top & bottam rail. (4)catlogue No 9778 of size 39.00x20.00x1.50mm= shutter vertical inter lock, of Hindalco or equivalent make as approved by GE complete all as specified and as directed by Engineer-in-Charge

S&F 5 mm thick frosted sheet glass fixed to aluminium or wooden frame work using necessary beadings etc n.exc 0.50 Sqm in each pane complete all as specified and as directed by Engineer-in-Charge

S&F vitreous china white wash down water closet pan (pedestal pattern), white with P or S trap including plastic water closet seat cover black, closed pattern with flat bottom and mild steel chromium plated or aluminised hinging device, fixing bolts, PVC vlaveless, syphonic action type, flushing cistern, low level, white with inlet, ball valve, float & handle including brackets, PVC connections 15mm size with PTMT nuts of length 600mm and flush pipe of polyethylene of low or high density including jointing to socket of flush rim(with and including India rubber cone joint,if flushing rim connetction is nozzle pattern) and connecting pipe to union of flushing cistern, inlet and over flow pipes connecting only to flushing cistern including taking down old SWR pipe as required complete all as specified and as directed by Engineer-in-Charge.

S&F white glazed vitreous china WHB flat back size 550x400 mm including mild steel brackets, 32 mm CP waste coupling etc complete all as specified and as directed by Engineer-in-Charge.

S&F corner glass shelf of 5 mm thick plain glass with CP brackets, fixed to walls with CP brass screws,glass shelf shall be of cat pat No T6020A1 of parryware or equivalent make approved by GE, complete all as specified and as directed by Engineer -in-Charge . .

S& F CP pillar cock quarter turn 15mm bore fancy type, Make - Jaguar, Model - ALIVE, Cat No. ALI-85001 or equivalent make approved by GE, complete all as specified and as directed by Engineer -in-Charge

S& F PVC waste pipe 32 mm bore x 800mm long complete all as specified and as directed by Engineer -in-Charge

S& F Vitreous China Urinal, full stall type, white (excluding flushing cistern, flush pipe and waste pipe) complete all as specified and as directed by Engineer -in-Charge

S& F 15 mm bore plug type bib taps, cast iron, screwed for iron pipe and fixed complete all as specified and as directed by Engineer -in-Charge

S& F PVC connections 15mm size with PTMT nuts of length 450 mm complete all as specified and as directed by Engineer -in-Charge

S& F 40 mm dia low density polyethylene (LDPE) pipes of pressure rating 6 kgf/sq. cm complete all as specified and as directed by Engineer -in-Charge

M& L for 100 mm out let dia Cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4), complete all as specified and as directed by Engineer -in-Charge

S&F Solid PVC Door Frame of size 50mm x 47mm made out of 5.0mm plain colour PVC sheet reinforced with mild steel square tube, and fixing in opening as per specifications and drawing, complete all as specified and as directed by Engineer -in-Charge

S&F factory made solid panel PVC door Shutter 30 mm thick (style) consisting of frame made out of mild steel tubes for top & bottom rails having mild steel frame shall be covered with heat moulded plain colour PVC ‘C’ Channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side and as gap insert for top rail & bottom rail; Panelling of plain colour PVC Sheet to be fitted in the mild steel frame welded/sealed to the stiles and rails with suitable PVC sheet beading and joined together with solvent cement and fixing in the frame at Site as per Specifications and Drawing, complete all as specified and as directed by Engineer -in-Charge.

S & F 150mm long aluminium anodised barrel tower bolts of extruded section complete all as specified and as directed by Engineer -in-Charge.

S & F 150mm long aluminium anodised handles,cast type,anodised fixed complete all as specified and as directed by Engineer -in-Charge.

S&F PVC backing looking mirror of size 45x60 cm complete all as specified and as directed by Engineer -in-Charge .

M&L for 75 mm thick cement concrete type C-2, 1:3:6 (40mm graded aggregate) as in plinth protection, sub base to floor etc complete all as specified and as directed by Engineer -in-Charge .

S&F for 110 mm dia of PVC (SWR) pipes double socketed in any length with rubber ring joints, laid in trenches or laid in floors, complete all as specified and as directed by Engineer In Charge.

S&F 110 mm dia of PVC (SWR) bends complete all as specified and as directed by Engineer- In Charge.

M&L for hume pipe septic tank 50 users capacity incl AC vent pipe, earth work excavation in soft/loose soil, erecting hume pipe septic tank in position, PCC 1:3:6 and all other accessories required such as vent cowl etc and making good the disturbed surface and removing surplus soil and old u/s septic tank, complete incl connecting to the sewer line etc (drg No TD/2/86 sheet :1/1 dt 22.11.2000) complete all as specified and as directed by Engineer In Charge.

Supply and fixing on wall/floor CPVC pipe SDR 13.5 and plain CPVC SDR 11 fittings of size 20 mm complete all as specified and as directed by Engineer-in-Charge

S & F CPVC ball valve of size 20 mm dia suitable for CPVC pipes including necessary fittings, complete all as specified and as directed by Engineer-in-Charge

S&F rotational moulded polyethylene water storage tanks (Cylindrical vertical with closed top) hoisted and fixed in position of capacity 500 litres complete all as specified and as directed by Engineer-in-Charge

S&F 20 mm ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 20mm-210gms) complete all as specified and as directed by Engineer-in-Charge

S&F 15mm bore angle valve, quarter turn with flange type ( of make CERA model No F2004201 or equivalent make approved by Garrison Engineer), brass chromium plated, screwed down, high pressure, screwed both ends for CPVC pipe or for unions complete all as specified and as directed by Engineer-in-Charge

S&F health faucet ABS body with wall hook and 1 meter SS braided rubber hose pipeC pipe ( of make CERA model No F8030102 or equivalent make approved by Garrison Engineer), complete all as specified and as directed by Engineer-in-Charge

S&F 15 mm dia bib tap CP, quater turn with flange and areator,fancy type short body cast copper alloy with crutch or butterfly handles screwed for GI/CPVC pipe ( of make CERA model No F2004151 or equivalent make approved by Garrison Engineer), complete all as specified and as directed by Engineer-in-Charge

Material and labour for point wiring with 1. 5 Sqmm PVC insulated (FRLSH) sheathed multistranded single core copper conductor cable in PVC concealed conduit rigid non metalic of suitable size concealed on wall/ roof except beam, coloumn including cutting chases, and including 1.60 mm thick MS sheet pressed terminal box (recessed) with 3mm thick laminated hylam top cover including 1.5 Sqmm PVC insulated (FRLSH) multistranded copper conductor earth continuity wire for one light point/ fan point controlled by one switchall as specified and as directed by the Engineer-in-Charge. Note : Red/yellow/blue coloured cable shall be used for live connection, black coloured cable shall be used for neutral connection and green coloured cable shall be used for earthing. Separate cable for earthing and neutral to be used for each individual circuit from the distribution board.

S & F switch piano flush type 5 Amps SP one way complete all as specified and as directed by Engineer-in- Charge

Supply and fix ceiling rose surface bakelite 65 x 50mm 3 terminals complete all as specified and as directed by the Engineer-in-Charge

M&L for non metalic body exhaust fan with louvers 250 mm sweep 230/240 Volts AC 50 Hz of make Havells, model - Venti air - DX or equivalent make approved by Garrison Engineer, and including connecting to point complete all as specified and as directed by Engineer-in-Charge

S & F 07 W LED mirror light fitting with tube ( of make Crompton Cat Pat No LCL-07-CDL or equivalent make approved by Garrison Engineer), and provided with high output diffuser including all electrical connection complete all as specified and as directed by Engineer-in-Charge

M&L for submain wiring with 2 runs of 4 Sqmm PVC insulated unsheathered multi standrard single core copper conductor cable FRLSH, and one run of 4 Sqmm cable as earth continuity wire drawn through in PVC concealed conduit rigid non metalic of suitable size all as specified and as directed by Engineer-In-Charge. Note : (i) Three runs of 4Sqmm PVC cable and one run of PVCconduit shall be measured as one unit length.(ii) The wiring shall be done in proper colour coding using red, yellow and blue for phase, black for neutral and green for earth leads.

S&F acrylic/fiber enclouser SPN DB, 240 V AC 4 way double door with 200 Amps rated busbar ISI mark complete all as specified and as directed by Engineer-in-Charge

S & F MCB SP 6 to 32 A, AC,240V,10 KA ISI Marked, complete all as specified and directed

S & F MCB SPN 32 A, AC,240V,10 KA ISI Marked, complete all as specified and directed

S & F T-8 LED tube light 20 Watts retro fitting with PC body with LED batten for suitable for LED T8 lamps ( of make Crompton Cat Pat No LT8-20-865-2( tube rod) and DMLNLT88-16(Batten) or equivalent make approved by Garrison Engineer), including all electrical connection complete all as specified and as directed by Engineer-in-Charge

M/s ANTONY THOMAS AND CO

K THOMAS AND COMPANY

M.J.JOY AND COMPANY