PROVISION OF DEFICIENT TOILETS, ELECTRIC SUPPLY FOR SENTRY POSTS, SECURITY WATCH TOWERS AND LED BASED SEARCH LIGHTS AND ADDITION/ ALTERATION TO EXISTING DRAIN NEAR BUILDING (P-209) AT INS HAMLA UNDER GE (NW) BHANDUP

Amount

Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth and getting out in Hard/dense soil complete all as specified and directed by Engineer-in-charge.

M&L Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed/broken stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed by Engineer-in-charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick, complete all as specified and directed by Engineer-in-charge.

Removing excavated material n.exc. 50m and depositing where directed to a level n.exc 1.50m above starting point complete all as specified and directed by Engineer-in-charge.

S&F TMT Mild steel 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 directed by Engineer-in-charge.

Description same all as item No 5 above but TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed by Engineer-in-charge.

M& L for Formwork to sides of concrete foundations rough finished surfaces, 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 complete all as specified and directed by Engineer-in-charge.

M&L Formwork to rough finished surfaces of sides and soffits of floor/plinth or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed by Engineer-in-charge.

M&L Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n.exc 20cm wide complete all as specified and directed by Engineer-in-charge.

Formwork to rough finish surfaces of concrete flat, soffits of suspended slabs such as roof slabs, floor slabs, supported on wall etc landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed by Engineer-in-charge.

M&L Formwork to rough finished surfaces of sides pillars, posts, struts, piers, columns, and stanchions etc. complete all as specified and directed by Engineer-in-charge.

M&L RCC M-30 using 20 mm graded aggregate as in Foundations, including rafts, footings foundation beams, plinth beams, bases for columns, etc, basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-charge.

M&L RCC M-30 using 20 mm graded aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-charge.

M&L RCC M-30 using 20 mm graded aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-charge.

M&L RCC M-30 Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and directed by Engineer-in-charge.

M&L Brick work with sub class "B" bricks straight or curved on plan exceeding 6 metre mean radius in cement mortar 1:6, complete all as specified and directed by Engineer-in-charge.

M&L brickwork with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick wall built in CM 1.4 complete all as specified and directed by Engineer-in-charge.

Rendering 20mm thick in (1:4) cm [in two coats (15+5mm)] with both coats mixed with liquid water proofing compound, surface finished even and fair without using extra cement complete all as specified and directed by Engineer-in-charge. Note: WPC will be measured separately.

Rendering 15mm thick in (1:6) CM on fair faces of brick work or concrete surfaces of walls and finishing even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

Supply only polymer based liquid water proofing compound complete all as specified and directed by Engineer-in-charge.

M&L for rendering cement plaster 5 mm thick in cement mortar 1:3 on fair faces of concrete in ceiling, chajjas, fins facia etc. finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new painted surface of ceiling and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.

M&L Preparing new plastered surfaces of walls and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.

Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied 0.90 litre/10 sqm over new surfaces complete all as specified and directed by Engineer-in-charge.

S&F extruded Powder coated aluminium section (minimum thickness of powder coating 50 micron)as in Anodised aluminium frame for doors, windows ventilators with one or more rebates including joining cleat for fixing etc, complete all as specified and directed by Engineer-in-charge.

M&L Aluminium alloy wire cloth, 0.45mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminium wire staples complete all as specified and directed by Engineer-in-charge.

M&L Hard core of broken stone or boulder of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.

M&L 75 mm thick plain cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base, floors etc complete all as specified and directed by Engineer-in-charge.

M&L 25 mm thick plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in floors finished even and fair, complete all as specified and directed by Engineer-in-charge.

M&L 75mm thick cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in plinth protection & paving, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes in CM 1:6 complete all as specified and directed by Engineer-in-charge.

M&L, non-skid coloured joint free ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.06 Sqm but not exceeding 0.11sqm, in floors etc set and jointed in neat cement slurry over and including provision of bedding layer 15 mm thick in CM 1:6 complete all as specified and directed by Engineer-in-charge.

M&L Glazed colored ceramic colored tiles on vertical surfaces 350 x 450 x 7 mm thick such as skirting, dados etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match pattern and shade including 10 thick rendering in CM 1:4 on faces of brick/concrete work finished rough to receive tiles complete all as specified and directed by Engineer-in-charge.

S & F Solid PVC door frame of size 50 mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube, complete all as specified and directed by Engineer-in-charge.

S & F Factory made solid panel PVC moulded door shutter with particle board core 28 to 30 mm thick (stiles) with 2, 4 or 6 raised panel design with 2 mm thick moulded PVC sheet on front face and 2 mm thick plain color PVC sheet on back face supply and fixing in frame at site as per specification and drawing complete all as specified and directed by Engineer-in-charge.

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

M&L extruded aluminium alloy handles, fabricated type, anodised 150mm size. complete all as specified and directed by Engineer-in-charge.

S&F stainless steel butt hinges heavy weight 100mm long. complete all as specified and directed by Engineer-in-charge.

M &L Aluminium alloy, anodised sliding door bolt, 300mm long 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 aluminium alloy complete all as specified and directed by Engineer-in-charge.

S&F in repair Low density PVC connection commercial quality 450mm long including PTMT nuts at both sides of 15mm bore and fixed complete all as specified and directed by Engineer-in-charge.

S&F Vitreous China bowl urinal flat back, size 465 x 355 x 265mm, white, with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe) incl Low density PVC waste pipe 40mm bore, 600mm long complete all as specified and directed by Engineer-in-charge.

M&L 15mm bore steel tubing, medium grade, galvanised with all fittings and fixed complete to wall and celling or laid in floors complete all as specified and directed by Engineer-in-charge.

M&L 20 mm bore steel tubing, medium grade, galvanised with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and directed by Engineer-in-charge.

M&L PVC single piece slim concealed cistern body with installation kit & P type drain pipe connection set for wall hung WC flushing cistern, with inlet, ball valve, float including flush control plate and flush pipe and fixed in repairs complete all as specified and directed by Engineer-in-charge. Make: Jaquar - JCS-WHT-2400P or equivalent.

S&F EWC wall hung WC With in built jet pp soft close silm seat hinges hind ware wall hanging type with plastic sheet cover all as specified and directed of size (H x W x P) 365 x 525 x 400 mm with 'P' trap distance 22.5 cm complete all as specified and directed by Engineer-in-charge. Make:- Cera Cat No 92051 (ESSENCE), Jaquar;- SLS-WHT-6951 JPPSM or equivalent.

S&F vitreous china wash basin (Padestal pattern), white, flat back, size 600 x 480 mm, including PVC LDPE pipe 600 mm long, chain & plug and porcelain stopper but including brackets, 32 mm bore waste coupling, wastpipe 15 mm dia fancy type CP pillar taps complete all as specified and directed by Engineer-in-charge.

S&F Soap dish, vitreous China white, approximate size 160x160x90mm complete all as specified and directed by Engineer-in-charge.

M&L bib tap brass 15mm bore dia chromium plated long shank fancy type 2-way Bib Cock with Wall Flange screwed for iron pipes. complete all as specified and directed by Engineer-in-charge. Make:- Jaquar FUS-29041 or equivalent.

S&F gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed bore of 25 mm in repairs complete all as specified and directed by Engineer-in-charge.

S&F 15mm bore stop/angle cock, cast copper alloy CP, fancy type high presure with capstan head handle, weight not less than 450 gms screwed both ends for iron pipe of for unions complete all as specified and directed by Engineer-in-charge.

S&F 110mm UPVC, SWR pipes, single socketed in any length with rubber rign joint fixed with wall complete all as specified and directed by Engineer-in-charge.

All as per item no 53 above but 75mm bore pipe complete all as specified and directed by Engineer-in-charge.

S&F UPVC bends (any radius) of 110mm dia complete all as specified and directed by Engineer-in-charge.

S&F UPVC bends (any radius) of 75mm dia complete all as specified and directed by Engineer-in-charge.

S&F for PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed by Engineer-in-charge.

S&F PTMT grating doom with or without waste hole 75 mm dia. (Min.weight 25gms). complete all as specified and directed by Engineer-in-charge.

S&F Brass CP towel rail 20mm dia 'D' type 60 cm long between flanges complete all as specified and directed by Engineer-in-charge.

S&F rotational moulded polyethylene water storage tank (multilayer quality) cylindrical vertical with closed top of capacity 500 litres, hoisted and fixed in position with connecting ports (inlet, outlet and over flows) including 25 mm dia ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-charge.

Surface exacavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil. complete all as specified and directed by Engineer-in-charge.

Hardcore of broken stone guage exc 63mm but n.exc 100mmdeposited spread and levelled in layers n exc 15cm thick, watered and rolled/rammed to a true surface using broken stone or boulders complete all as specified and directed by Engineer-in-charge.

M&L 100 mm thick Cement concrete type D2 1:4:8 (40mm graded aggregates) as in sub base etc finished surface even and rough without using extra cement, complete all as specified and directed by Engineer-in-charge.

M&L for sand filling under floor or in foundations including watering and cosolidation. complete all as specified and directed by Engineer-in-charge.

S&F 60 mm machine pressed precast concrete interlocking paver blocks with white cement and color pigment, any shape and size conforming to IS 15658:2006 complete all as specified and directed by Engineer-in-charge.

M&L PCC 1:2:4 type B2 using 40mm graded crushed stone aggregates as in mass concrete in foundation concrete, sides and making fair round/ chamfering the edge complete all as specified and directed by Engineer-in-charge.

Excavation in trenches n.exc 1.50m wide and n.exc 1.50m in depth for fdn etc n.exc 10 sqm on plan and getting out in any type of soil complete all as specified and directed by Engineer-in-charge.

M&L for cement concrete 1:4:8 type D-2 as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes of 150mm dia pipes after they are laid and tested complete all as specified and directed by Engineer-in-charge.

M&L for 150mm dia Salt glazed stoneware drain pipes laid in trenched and jointed. complete all as specified and directed by Engineer-in-charge.

M&L Brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4. complete all as specified and directed by Engineer-in-charge.

M&L for Providing precast cement concrete 1:2:4, type B1 (20 mm graded aggregate) set in CM 1:6, as in cover slabs (for manholes etc) with plain fair faces, complete all as specified and directed by Engineer-in-charge.

M & L for point wiring complete with proper colour coding using 1100 volts grade 1.5 Sqmm, PVC insulated, FRLS, unsheathed wire with multi stranded copper conductor confirming to IS-694, Part II, ISI marked, drawn partly in and including PVC conduit concealed in walls etc including cutting chased and making good the same in CM 1:3 to match with existing surfaces and partly drawn in and including PVC casing caping fixed on the surfaces of RCC slab/ ceiling/columns/beams etc with all accessories, Volts multi-stranded copper conductor green colour as continous earth wire connected to common earth dolly all as specified and directed for one light point/fan point controlled by one way switch, complete all as specified and directed by Engineer-in-charge.

Supply & fixing ceiling rose, surface bakelite 3 terminal complete. complete all as specified and directed by Engineer-in-charge.

Supply &fixing switch modular type 6 Amp single pole one way 230 V completed. complete all as specified and directed by Engineer-in-charge.

Supply & fixing Modular white cover plate with frame 3 Module. complete all as specified and directed by Engineer-in-charge.

Supply & fixing Modular Metal Flush box 3 Module. complete all as specified and directed by Engineer-in-charge.

Supply and fixing integrated sleek extruded LED channel with acrylic cover 10 watt with white light Lumens shall not be less than 1000,P.F >0.95 including with driver and prewired complete including 0.5 sqmm 3 core flexible wire connecting from ceiling rose complete all as specified and directed by Engineer-in-charge. Make:- Havells Cat No. LHEXACP7IN1W010/ Crompton/Philips/Luker.

Supply & fix exhaust fan 300 mm sweep , 1200 rpm, 230 V complete with louvers, plastic body, bolts, nuts, washers, suitable embedded in wall ( include wall cutting for hole) with provisioning of 23/0.0076 flexible three core wire for electrical connections from ceiling rose to fan complete all as specified and directed by Engineer-in-charge.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for exposing Cum getting out GI/CI pipes in Soft/loose soil complete all as specified and directed by Engineer-in-charge.

Supply and laying in trenches /fixing to wall/ceiling or floor, jointing, Gl tubing, medium grade including all fittings such as bends, elbows, tees, union, short pieces, connectors, check nuts, caps, plugs etc complete all as specified and directed by Engineer-in-charge for the bore of pipe 25mm dia.

All as above item No 80, herein after but for the pipe dia 20mm. complete all as specified and directed by Engineer-in-charge.

Supply and laying DWC(Double Wall Corrugate) HDPE pipes of pressure rating 6 Kg/Cm sq of RM size 40 mm internal dia IS: 16205(Part 24):2018 laid in trenches complete all as specified and directed by Engineer-in-charge. Make: Dutron/Tirupati or any equivalent ISI make approved by the GE.

Supply and laying cable LT XLPE insulated and screened PVC bedded, galvanised steel strip RM armoured electric power cable 16 sq mm 4 core (heavy duty) with Multi stranded aluminium conductor, 1100 Volts grade complete all as specified and directed by Engineer in charge.

Supply and Fixing Gl tubing, Light grade 50 mm dia bore of pipes for cable laying under road RM crossing complete all as specified and directed by Engineer-in-charge.

Material and labour for RCC 1:2:4 type B1 (using 20 mm graded stone aggregate) for filling the disturbed road opening for cable crossing include levelling with road surface and smooth finishing complete all as specified and directed by Engineer-in-charge (for Road Cutting Repair).

Supply & fix sheet metal enclosure powder coated for MCB DB SPN-12 way double door Each with din rail and bus bar including making good to the disurbed surface matching with the existing complete all as specified and directed by Engineer-in-charge.

Supply and fixing 415V 10KA 'C' curve miniature circuit breaker (MCB) TPN and current carrying capacity 63 Amps in the DB complete with connection testing and commissioning. complete all as specified and directed by Engineer-in-charge.

Supply and fixing 240V, 10 KA 'B' curve MCB SP and current carrying capacity 5 to 32 AMP, in the MCB DB complete all as specified and directed by Engineer-in-charge.

Material and labour for carthing complete with GI earth plate electrode 600x600x6 mm Each thick burried directly in ground (earth pit not less than 2.25 mtr deep below ground lavel) with top edge of the plate not less than 1.5mtr below normal ground lavel connected to Galvanised earth steel wire 4.0 mm dia by mean of bolts, nuts, check nuts and washer of brash all as shown in electrical plate No 3 connected to earthing test point all as specified or indicated including PCC pit and Cl cover fullel with watering pipe, wire mess and copper lugs ete Gl protection pipe 40 mm dia medium grade including testing on completion. complete all as specified and directed by Engineer-in-charge.

Demolition of brick work built in cement mortar including all quoins, cornices , concrete coping etc on brick work complete all as specified and directed by Engineer-in-charge.

M&L for pre-cast cement concrete 1:3:6 , type C1 using 20mm graded stone aggregate as in solid block masonry exc.100mm width and built in CM (1:4) complete all as specified and directed by Engineer-in-charge.

Demolition of cement concrete reinforced of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-charge.

M&L RCC 1:2:4 type B-1 (using 20mm graded aggregate) for cover slab MH including necessary form work and set in cment mortar 1 : 4, complete all as specified and directed by Engineer-in-charge.

Removing exavated material ourside MD land exe 1.50km but n. exe 5km and depositing where directed complete all as specified and directed by Engineer-in-charge.

Taking down cement or cement lime plaster any description on brick or stone wall etc including racking out joints hacking for key scrbbing down with water complete all as specified and directed by Engineer-in-charge.

Material and Labour for rendering 15 mm thick cement plaster in CM (1:4) on fair faces of brick work or concrete surfaces and finished with 5 mm thick plaster, both coats to be mixed with water proofing compound @ 3% by weight of cement or as per manufacturers instructions complete all as specified and directed by Engineer-in-charge. Note:- Supply only water proofing compound shall be measured and paid separately.

M&L for two coats of cement base paint over one coat of primer on new surface of wall including preparation of surface complete all as specified and directed by Engineer-in-charge.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-charge.

M & L for cement concrete 100 mm thick type, 1 : 2 : 4 B-2 ( using 20mm graded stone aggregate) as in surface channel, drain, floor etc and finishing even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

Dismantling of cast iron or reinforced concrete drain pipes,200 mm jointed in cement mortar and taking out of trenches, if requiredcomplete all as specified and directed by Engineer-in-charge.

S&F for 200 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete all as specified and directed by Engineer-in-charge.

Dismantling of cast iron or reinforced concrete drain pipes,300 mm jointed in cement mortar and taking out of trenches, if required complete all as specified and directed by Engineer-in-charge.

S&F for 300 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-charge.

M&L for concrete bed in cement concrete 1:3:6 type C2 to drain pipes of 200 mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-charge.

M&L for concrete bed in cement concrete 1:3:6 type C2 to drain pipes of 300 mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-charge.

KAJAL CONSTRUCTION (BID ID -3464342)