PROVN OF REVAMPING OF SEWAGE AND DRAINAGE SYSTEM AT NDA KHADAKWASLA

Amount

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in soft/loose soil including removal of bushes/vegetation complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in hard/dense soil including removal of bushes/vegetation complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth including use of mechanical plant or chisel cutting for getting out in hard rock complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 1.5m but not exceeding 3m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 1.5m but not exceeding 3m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 1.5m but not exceeding 3m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock including working in foul condition complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 1.5m but not exceeding 3m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth including use of mechanical plant or chisel cutting for getting out in hard rock complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 3m but not exceeding 4.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 3m but not exceeding 4.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in hard/dense soil including working in foul condition complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 3m but not exceeding 4.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 3m but not exceeding 4.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth including use of mechanical plant or chisel cutting for getting out in hard rock complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 4.5m but not exceeding 6m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 4.5m but not exceeding 6m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth including use of mechanical plant or chisel cutting for getting out in hard rock complete all as specified and as directed.

Excavation over areas, not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed.

Excavation over areas, not exceeding 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed.

Excavation over areas, not exceeding 1.5 m deep and getting out in soft/disintegrated rock complete all as specified and as directed.

Excavation over areas, not exceeding 1.5m deep including use of mechanical plant or chisel cutting and getting out in hard rock complete all as specified and as directed.

Excavation over areas, exceeding 1.5m but not exceeding 3 m deep and getting out in hard/dense soil complete all as specified and as directed.

Excavation over areas, exceeding 1.5m but not exceeding 3 m deep and getting out in soft/disintegrated rock complete all as specified and as directed.

Excavation over areas, exceeding 1.5m but not exceeding 3 m deep including use of mechanical plant or chisel cutting and getting out in hard rock complete all as specified and as directed.

Excavation over areas, exceeding 3m but not exceeding 4.5m deep and getting out in hard/dense soil complete all as specified and as directed.

Excavation over areas, exceeding 3m but not exceeding 4.5 m deep and getting out in soft/disintegrated rock complete all as specified and as directed.

Excavation over areas, exceeding 3m but not exceeding 4.5m deep including use of mechanical plant or chisel cutting and getting out in hard rock complete all as specified and as directed.

Excavation over areas, exceeding 4.5m but not exceeding 6m deep including use of mechanical plant or chisel cutting and getting out in hard rock complete all as specified and as directed.

Use and waste timbering and struting for excavation in trenches in soil exceeding 3m and not exceeding 5m deep complete all as specified and as directed.

Use and waste timbering and struting for excavation in walls, cess pits, man holes etc in soil exceeding 3m and not exceeding 5m deep complete all as specified and as directed.

M & L for hard core with broken granite stone of gauge not exceeding 63mm deposited, spread, levelled in layers not exceeding 10cm thick, watered and rammed to true surface all as specified and as directed

M & L for form work to faces of walls, retaining walls, abutments, parapets and staircase railing, pipes and similar work including attached pillasters, buttress, etc.; vertical or to batter flat in plan complete all as specified and as directed.

M & L for form work to faces of walls, retaining walls, abutments, parapets and staircase railing, pipes and similar work including attached pillasters, buttress, etc.; vertical or to batter curved in plan complete all as specified and as directed.

M & L for form work 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 works ; vertical or to batter flat in plan complete all as specified and as directed.

M & L for form work 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 works ; vertical or to batter curved in plan complete all as specified and as directed.

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) curved in plan for complete all as specified and as directed.

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. flat in plan for complete all as specified and as directed.

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. curved in plan complete all as specified and as directed.

M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions circular in plan complete all as specified and as directed.

M & L for formwork to chullah hoods, chajjas, troughs and similar items including edges flat in plan complete all as specified and as directed.

M & L for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide.complete all as specified and as directed.

M&L for RCC M-20 concrete using 20mm graded coarse stone aggregates as in bands over fly ash brick masonry walls over 1.5m span complete all as specified and directed.

M&L for RCC M-30 concrete using 20mm graded coarse stone aggregates 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.

M&L for RCC M-30 concrete using 20mm graded coarse stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.

M&L for RCC M-30 concrete using 20mm graded coarse stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and directed.

M&L for RCC M-30 concrete using 20mm graded coarse stone aggregates as in beams complete all as specified and directed.

M&L for RCC M-30 concrete using 20mm graded coarse stone aggregates as 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 directed.

M&L for RCC M-30 concrete using 20mm graded coarse stone aggregates as in chajjas complete all as specified and directed.

M&L for 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, 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.

M&L for tie bars with screwed ends, nuts, washers and mild steel plates for walls, chimneys, roofs, arches, etc. king rods and straining bolts confomiing to Fe- 290 Gde-E-165 complete all as specified and directed.

M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed.

M&L for bands, straps, hold fasts; hooks for hanging fan and similar small articles conforming to Fe-290 Gde-E-165complete all as specified and directed.

M&L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in surface channelss, drains etc complete all as specified and directed.

M&L for 150mm dia RCC pipe class NP3, spigot and socket ended pipes (IS:458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS:5382-1967 Type-I) as specified in particular specification clause No 12.1.4, laid and jointed complete all as specified and as directed.

M&L for 200mm dia RCC pipe class NP3, spigot and socket ended pipes (IS:458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS:5382-1967 Type-I) as specified in particular specification clause No 12.1.4, laid and jointed complete all as specified and as directed.

M&L for 250mm dia RCC pipe class NP3, spigot and socket ended pipes (IS:458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS:5382-1967 Type-I) as specified in particular specification clause No 12.1.4, laid and jointed complete all as specified and as directed.

M&L for 300mm dia RCC pipe class NP3, spigot and socket ended pipes (IS:458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS:5382-1967 Type-I) as specified in particular specification clause No 12.1.4, laid and jointed complete all as specified and as directed.

M&L for 350mm dia RCC pipe class NP3, spigot and socket ended pipes (IS:458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS:5382-1967 Type-I) as specified in particular specification clause No 12.1.4, laid and jointed complete all as specified and as directed.

M&L for 400mm dia RCC pipe class NP3, spigot and socket ended pipes (IS:458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS:5382-1967 Type-I) as specified in particular specification clause No 12.1.4, laid and jointed complete all as specified and as directed.

M&L for 450mm dia RCC pipe class NP3, spigot and socket ended pipes (IS:458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS:5382-1967 Type-I) as specified in particular specification clause No 12.1.4, laid and jointed complete all as specified and as directed.

M&L for 500mm dia RCC pipe class NP3, spigot and socket ended pipes (IS:458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS:5382-1967 Type-I) as specified in particular specification clause No 12.1.4, laid and jointed complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 ( using 40mm graded coarse stone aggregates) as in bed to 150mm dia RCC pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 ( using 40mm graded coarse stone aggregates) as in bed to 200mm dia RCC pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 ( using 40mm graded coarse stone aggregates) as in bed to 250mm dia RCC pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 ( using 40mm graded coarse stone aggregates) as in bed to 300mm dia RCC pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 ( using 40mm graded coarse stone aggregates) as in bed to 350mm dia RCC pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 ( using 40mm graded coarse stone aggregates) as in bed to 400mm dia RCC pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 ( using 40mm graded coarse stone aggregates) as in bed to 450mm dia RCC pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 ( using 40mm graded coarse stone aggregates) as in bed to 500mm dia RCC pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.

M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.

M&L for 40mm thick plain cement concrete 1:2:4, type B-1 using 20mm graded coarse stone aggregate laid in floors etc complete all as specified and directed.

M&L for 75mm thick plain cement concrete 1:2:4, type B-1 using 20mm graded coarse stone aggregate laid in platform, ramp etc complete all as specified and directed.

M&L for 75mm thick plain cement concrete 1:3:6, type C-1 using 20mm graded coarse stone aggregate as in plinth protection and surface finished even and smooth without using extra cement complete all as specified and directed.

M & L for brick work using old size fly ash bricks, curved on plan not exceeding 6m mean radius built in cement mortar 1:4 including one course of arched masonry (width of brick along exposed curved surface of RCC pipe) as in manhole for depth upto 6m below ground level complete all as specified and as directed.

M & L for brick work using old size fly ash bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and as directed.

M&L for 300mm dia RCC pipe class NP2 (ISI MARKED),, laid and jointed in cement mortar with and including joints, collers etc all as specified and as directed

M & L for cement concrete 1:3:6 type C-1 using 20mm graded coarse stone aggregates as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones,bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating all as specified and as directed.

M&L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in surface channels, drains, benching to manholes, drains etc complete all as specified and directed.

M&L for RCC precast cement concrete M-20 type B-1 (using 20mm graded stone aggregate) as in landing, cover slabs for drains, chulla hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and directed.

M&L for rendering 15mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces and finished even and smooth without using extra cement complete all as specified and directed.

M&L for rendering 10mm thick in cement mortar (1:4) on fair faces of brick work or concrete block surfaces and finished even and smooth without using extra cement complete all as specified and directed.

M&L for rendering 10mm thick in cement mortar (1:6) on fair faces of brick work or concrete block surfaces and finished even and smooth without using extra cement complete all as specified and directed.

M&L for preparation of newly plastered surfaces and applying three coats of white wash complete all as specified and directed.

M&L for rendering 15mm thick in cement mortar (1:4) with using water proofing compound, on fair faces of brick work or concrete surfaces and finished even and smooth complete all as specified and directed.

M&L for rendering 5mm thick in cement mortar (1:3) with on fair faces of brick work or concrete ceiling surfaces and finished even and smooth complete all as specified and directed.

M&L for rendering 15mm thick in cement mortar (1:3) with using water proofing compound, on fair faces of brick work or concrete surfaces and finished even and smooth with and including additional floating /setting coat complete all as specified and directed.

Supply only integral water proofing liquid admixture for concrete and mortar, ISI marked complete all as specified and directed.

M & L for cast iron steps (rungs) fixed in walls of Manholes (ISI Marked) all as per IS 5455: 1969 (Pattern 1) min weight of each step shall be 4.5Kg including two coats of bitumenous composition paint complete all as specified and as directed.

M & L for precast RCC covers slabs of grade LD-2.5(ISI Marked (IS 12592:2000)), circular in shape for clear opening of 500mm including RCC frame of thickness 100mm, as in manhole covers, complete all as specified and as directed & as shown on drawings.

M & L for cutting into existing manholes for connecting 150mm dia pipe, new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 using 20 mm graded coarse stone aggregates smooth finished, and reforming benching as required complete all as specified and as directed.

M & L for 150mm dia asbestos cement pipes in any length with cement joints; fixed to walls complete all as specified and as directed.

M & L for 150mm dia asbestos cement slotted vent cowl all as specified and as directed.

M & L for bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 all as specified and as directed.

S & F steel rolling shutters of thickness 1mm, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: gear operated type with bavel gear box and crank handle complete all as specified and as directed.

S & F steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and as directed.

M & L for 3mm thick sheet glass, ordinary quality and glazing with oil putty in squares not exceeding 0.5 sq. m in each pane complete all as specified and as directed.

M & L for preparing new steel surfaces of any description, over 10cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

M & L for preparing new steel surfaces of any description, over 10cm in width or girth,not otherwise described and applying two coats of anti corrosive synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

M & L for preparing newly plastered surfaces of ceiling and applying two coats of oil bound distemper over alkali resistance primer over and including 3mm putty complete all as specified and as directed.

M & L for preparing newly plastered surfaces of any description and applying two coats of oil bound distemper over alkali resistance primer over and including 3mm putty complete all as specified and as directed.

M & L for preparing newly plastered surfaces of walls and applying two coats of cement based paint over one coat of primer complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/loose soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in hard/dense soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/disintegrated rock complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in hard rock complete all as specified and as directed.

Removing excavated surplus soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr from the starting point complete all as specified and as directed.

Removing excavated surplus soil to a distance exceeding 1.5Km but not exceeding 5.0Km and depositing where directed at a level not exceeding 1.5 mtr from the starting point complete all as specified and as directed.

M & L for Moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick spread, levelled and rammed including watering complete all as specified and as directed. . . Note - Moorum shall be brought from outside MD land and consolidated thickness shall be measured and paid.

Demolition of cement concrete (un re-inforced) in ground floor, pavings and bitumenous road exceeding 15 cm thick below or above ground level complete all as specified and directed.

M & L for 150mm thick WBM (compacted thickness, in two layers of 75mm thick), with granite, trap or besalt coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and as directed.

M & L for preparing new unsurfaced water bound macadum surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.and then applying evenly a priming /tack coat with bitumenous primer (Paving bitumen grade VG-10) @ 5Kg/10Sqm complete all as specified and as directed .

M & L for bituminous premixed carpet, 30mm consolidated thickness, with 0.405 cu.m. of stone chippings mixed with 21.90 kg of binder (Paving Bitumen VG- 30), rolled and compacted to required camber and gradient complete all as specified and as directed.

M & L for plain cement concrete (1:2:4) type B-2 using 40mm graded coarse stone aggregates as in foundations, filling and mass concrete complete all as specified and as directed.

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 25 cm or less complete all as specified and as directed.

M & L for forming 20mm thick expansion joints (thickness of slab 250mm) filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and as directed.

M & L for forming contraction joints 65mm deep x 10mm wide, filled with sealing compound, Grade ‘B’ complete all as specified and as directed.

M & L for grubbing up tree trunk of girth exceeding 30cm but not exceeding 100cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and levelling off ground, staking of serviceable material to a distance not exceeding 50m and cleaning site complete all as specified and as directed.

M & L for point wiring (concealed type) complete with and including single core FRLS PVC insulated unsheathed flexible bright annealed multi stranded copper conductor cables 1.5 Sqmm (22/0.30 mm) 1100 volts grade drawn through and including heavy grade PVC rigid conduits 20 mm or higher dia as required at site, totally concealed in walls/floors/ceiling including all conduit accessories/fittings/junction boxes/inspection covers etc; of heavy grade, ISI marked factory made terminal boxes suitable for modular type switches, sockets, fan regulators etc including 1.5 Sqmm (22/0.30 mm) 1100 V grade FRLS PVC insulated, unsheathed flexible multi stranded copper conductor cable as continuous earthwire connected to metallic bodies of luminaires/fans etc; at one end and to common earth dolly at other end, all as specified, directed and shown on drgs, for one light point/fan point controlled by one one way switch.

M & L for point wiring (concealed type) complete with and including single core FRLS PVC insulated unsheathed flexible bright annealed multi stranded copper conductor cables 1.5 Sqmm (22/0.30 mm) 1100 volts grade drawn through and including heavy grade PVC rigid conduits 20 mm or higher dia as required at site, totally concealed in walls/floors/ceiling including all conduit accessories/fittings/junction boxes/inspection covers etc; of heavy grade, ISI marked factory made terminal boxes suitable for modular type switches, sockets, fan regulators etc including 1.5 Sqmm (22/0.30 mm) 1100 V grade FRLS PVC insulated, unsheathed flexible multi stranded copper conductor cable as continuous earthwire connected to metallic bodies of luminaires/fans etc; at one end and to common earth dolly at other end, all as specified, directed and shown on drgs, for one 3/5 pin socket out let 5Amps on the same board with other switches .

M & L for point wiring (concealed type) complete with and including single core FRLS PVC insulated unsheathed flexible bright annealed multi stranded copper conductor cables 1.5 Sqmm (22/0.30 mm) 1100 volts grade drawn through and including heavy grade PVC rigid conduits 20 mm or higher dia as required at site, totally concealed in walls/floors/ceiling including all conduit accessories/fittings/junction boxes/inspection covers etc; of heavy grade, ISI marked factory made terminal boxes suitable for modular type switches, sockets, fan regulators etc including 1.5 Sqmm (22/0.30 mm) 1100 V grade FRLS PVC insulated, unsheathed flexible multi stranded copper conductor cable as continuous earthwire connected to metallic bodies of luminaires/fans etc; at one end and to common earth dolly at other end, all as specified, directed and shown on drgs,t for one 3/5 pin socket out let 5Amps on independent board with other switches .

M & L for point wiring (concealed type) complete with and including single core FRLS PVC insulated unsheathed flexible bright annealed multi stranded copper conductor cables 4 Sqmm, 1100 volts grade drawn through and including heavy grade PVC rigid conduits 20 mm or higher dia as required at site, totally concealed in walls/floors/ceiling including all conduit accessories/fittings/junction boxes/inspection covers etc; of heavy grade, ISI marked factory made terminal boxes suitable for modular type switches, sockets, fan regulators etc including 2.5 Sqmm , 1100 V grade FRLS PVC insulated, unsheathed flexible multi stranded copper conductor cable as continuous earthwire connected to metallic bodies of luminaires/fans etc; at one end and to common earth dolly at other end, all as specified, directed and shown on drgs, for one 15 Amps 3/5 pin socket point on independent board.

S&F switch piano flush type polycorbonate 5 Amps single pole one way, 230 volts all as specified and as direcrted

S&F switch piano flush type polycorbonate 15 Amps single pole one way, 230 volts all as specified and as direcrted

S&F socket outlet polycorbonate 5 Amps, 2 in 1 , 3 pin 5Amps flush type all as specified and as direcrted

S&F socket outlet polycorbonate 5/15 Amps, 2 in 1 , 3 pin 5Amps flush type all as specified and as direcrted

S&F ceiling rose surface PVC 50 mm dia 3 terminals including PVC mounting block white/ ivory /urea finish complete all as specified and directed.

Supply & fix ceiling fan, 1200 mm (48") sweep, 5 star rating (2017) BEE mark (after assembling the same) with the fan hook/box and connecting up complete with and including electronic fan regulator stepped type flush and with and including three core copper conductor flexible cord of 0.5 sqmm cross sectional area of required length from ceiling rose to porcelain connector block of fan complete all as specified and directed. Make as given in Appendix 'C'.

S&F Distribution board sheet metal enclosure double door, factory made fixed flush with wall inside niches for mounting MCBs 230 Volts with bus bars with front openable cover Tripple pole and neutral 4 way with Copper/Al bus bar of suitable size as recommended by manufacturer complete all as specified and as directed.

S&F MCB Single pole and neutral 240 volts 32 Amps 10 KA, 'C' curve complete all as specified and directed. Make as given in Appendix 'C'.

S&F MCB Single pole 240 volts 6 Amps to 32 Amps 10 KA, 'C' curve complete all as specified and directed. Make as given in Appendix 'C'.

Supply and fix linear 550- 600 mm surface mounted 10W to 12W, Decorative LED Batten Fixture consisit of Aluminum Extrusion housing with PC Diffuser, LED Fixture System wattage of 10 W / 12W , 140 V -260 V AC, System Lumen Output min 1050 Lumen in 10 W and in 1260 lumen in 12W with 5700 - 6500 K CCT with PF > 0.95 and with < = 15 % THD , with Min 2.5 KV Surge protection in Built and complete LED fixture with BIS R mark. Bajaj Cat No BCLSB 10 w w H or equivalent Makes as given in Appx 'C'.

Supply and fix 40W LED street Light fittings, pressure die-cast aluminium alloy for housing , heat resistant glass, IP 65 protection, better optics distribution of 40 watts capacity including testing on completion all as specified and as directed by Engineer -in-charge. Make as given in Appendix 'C'. .

V M MATERE INFRASTRUCTURES INDIA PVT LTD

DAS Offshore Engg. Pvt. Ltd.

Dhariya Construction Pvt. Ltd.