PROVISION OF SECURITY WALL AND ALLIED INFRASTRUCTURE ALONG THE PERIMETER OF MAMUN MILITARY STATION

Amount

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer-in-Charge.

Dismantling fencing wire mesh, any type (Barbed wire) complete all as specified and as directed by Engineer-in-Charge.

Dismantling expanded metal, any thickness or mesh, fixed with steel or wood fillets, if any (Chain Link Fence ) exceeding 4 Kg/ Sqm complete all as specified and as directed by Engineer-in-Charge.

Demolition of brick work or stone/ boulders masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facing dressed stone work & precast concrete article and removing rubbish to out side the MoD land complete all as specified and as directed by Engineer-in-Charge.

Demolition of cement concrete (Unreinforced) of any description and in any position not othewise specifically provided for and removing rubbish to outside the MoD land complete all as specified and as directed by Engineer-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches in any type of soil not exceeding 1.5 metre in width & not exceeding 1.5 metre in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc not exceeding 10 sqm on plan and not exceeding 1.5 metre in depth and getting out complete all as specified and as directed by Engineer-in-Charge.

Rough Excavation by mechanical means (hydraulic excavator) not exceeding 1.5m deep and getting out in any type of soil including disposal upto 50m complete all as specified and as directed by the Engineer-in-Charge.

Earth work in excavation in any type of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed by Engineer-in-Charge.

Earth work in excavation in any type of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exceeding 1.5m and upto 3.0m depth, complete all as specified and as directed by Engineer-in-Charge.

Earth work in excavation in any type of soil by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mcomplete all as specified and as directed by Engineer-in-Charge.

Excavation over areas not exceeding 1.5 metre deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge.

All as per serial item No.13 here-in-before but depth exceeding 1.5m & not exceeding 3.0m deep complete all as specified and as directed by Engineer-in-Charge.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick,watering,ramming/rolling and finishing to required size,shape etc; not exceeding 1.5m high from base complete all as specified and as directed by Engineer-in-Charge.

Plain cement concrete, M-7.5 (1:4:8), type D-2 (Nominal mix) (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed 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 as directed by Engineer-in-Charge.

Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in columns, piers, posts and struts etc complete all as specified and as directed by Engineer-in-Charge.

Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by Engineer-in-Charge.

Brickwork with Fly Ash Bricks (old size bricks) having crushing strength not less than 75kg/Sqm straight or curved on plan exceeding 6m mean radius built in Cement Mortar (1:4) complete all as specified and as directed by Engineer-in-Charge.

Formwork to the 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 flat surface of concrete complete all as specified and as directed by Engineer-in-Charge.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams, for rough finished flat surface of concrete etc complete all as specified and as directed by Engineer-in-Charge.

Mild steel TMT bars (Fe-550D) 10mm dia & over in reinforcement cut to length bend 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.

Mild steel TMT bars 5mm to 10mm dia (Fe-550D) reinforcement in stirrups, spacers and binder cut to length bend 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.

Mild Steel work as in Y shape angle iron horn like of any shape as directed including cutting and welding to shape required drilling holes notching for wire etc fixed in position complete conforming to FE-410-O or FE-310-O complete all as specified and as directed by Engineer-in-Charge.

Concertina coil, fencing with punched tape concertina coil of 600mm dia, streched to 6 metre length, having 50 Nos spiral turns per 6 metre length, spring core wire (2.59mm thick) comprises of high tensile strength of 1620N/Sqmm with tape (0.52mm thick) with galvanizing of Zinc coating of 275 Grams per Sqm and fixing the same on existing Y - shaped angle iron with 6 horizontal R.B.T (Razor Barbed Tape) wire, stud tied with G.I staple and stud GI clips to retain horizontal, the clips shall be @5 Nos per 2 spiral turns approximate 125 clips per coil including necessary bolts complete all as specified and as directed by the Engr-in-Charge.

Galvanised 2 stranded steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings, straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, stapples or steel pins, etc complete all as specified and as directed by Engineer-in-Charge. Note for srl item no. 27 & 28 :- (i) Weight per running metre as laid shall be fixed by Board of Officer (BOO). The BOO shall be conveyed by CWE with user's rep as member of BOO. (ii) Material testing certificate shall be provided by the contractor alongwith the purchase voucher of the concertina coil.

Rendering 15mm thick in cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Rendering 10mm thick in cement plaster on other than fair faces of brick work or concrete surfaces in cement mortar (1:4) over 5mm thick dubbing coat of plaster in CM 1:4, finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Preparation of new plastered surfaces of wall or concrete surfaces with priming plastered and other alkali resistant priming coat and applying two coats of cement based paint over one coats of white wash complete all as specified and as directed by Engineer-in-Charge.

Preparation of new or previously untreated steel or iron surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red-oxide primer complete all as specified and as directed by Engineer-in-Charge.

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

PVC (SWR) pipe 110mm dia as in weep holes complete all as specified and as directed by Engineer-in-Charge.

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

Mild Steel framed work such as grills, grating, 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, framework of watertanks and similar work conforming to Fe-290 Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.

TMT bars (Fe 550 D),10mm dia & over as in reinforcement 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.

40mm thick damp proof course in cement concrete, M-15, 1:2:4, type B-0 (using 12.5mm graded crushed stone aggregates) to horizontal or vertical surface including necessary from work complete all as specified and as directed by Engineer-in-Charge.

Hardcore of broken stones or boulders of guage exceeding 63mm but not exceeding 100mm, desposited, spread and levelled in layers not exceding 15cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.

100mm thick plain Cement concrete M-15, (1:2:4) type B-2, (using 40mm graded crushed stone aggregate) as in sub base of floor complete all as specified and as directed by the Engineer-in-Charge.

75mm thick plain Cement concrete M-15, (1:2:4) type B-1, (using 20mm graded crushed stone aggregate) as in sub base of floor complete all as specified and as directed by the Engineer-in-Charge.

Plain Cement concrete M-15 (1:2:4), type B-0, (using 12.5mm graded crushed stone aggregate) as in benching, coping & haunching etc complete all as specified and as directed by the Engineer-in-Charge.

Rendering 5mm thick on concrete surfaces as in coloumns, RCC walls, fins etc in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Mild steel framed work such as in ornametal & intricate design gate, grills, grating etc with ends of bars shouldered and/or riveted or forged in to spikes, framed guard bars, as in water ways etc. conforming to Fe-290, Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.

20mm thick granite of any type, machine cut, as in skirting/dado/wall, laid over cement screed in 1:3 and jointed with grey cement and pointed with coloured cement with admixture of pigment to match the shade of granite stone including grinding & polishing complete all as specified and as directed by Engineer-in-Charge.

Plain cement concrete M-10 (Nominal Mix) (1:3:6) type C-2 (using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.

Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified and as directed by Engineer-in-Charge.

Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed 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 as directed by Engineer-in-Charge.

Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in Walls fins, fascias, louvres, parapets, and railings exceeding 60cm in height, newels, balustrade complete all as specified and as directed by Engineer-in-Charge.

Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in chullah hoods, stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings, RCC water tanks upto 1500 litres complete all as specified and as directed by Engineer-in-Charge.

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 20 cm wide and side of PCC/RCC bands exceeding 10 cm but not exceeding 20 cm wide with fair finished complete all as specified and as directed by Engineer-in-Charge.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter with including surface complete all as specified and as directed by Engineer-in-Charge.

Formwork to staircases with sloping or stepped soffits including risers and stringers (excluding landing) with fair finished complete all as specified and as directed by Engineer-in-Charge.

Mild steel bars 6 to 8 mm dia 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 cips complete all as specified and as directed by Engineer-in-Charge.

Brick work with fly ash bricks straight or curved on plan exceeding 6.00metre mean radius with old size bricks built in cement mortar (1:6) as in brick walls complete all as specified and as directed by Engineer-in-Charge.

Rendering 10mm thick in cement plaster on other than fair faces of brick work or concrete surfaces in cement mortar (1:6)finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Rendering 15mm thick in cement plaster on fair faces of brick or concrete surfaces in cement mortar 1:4 with water proofing compound, finished even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Preparing of newly plastered surface of wall and applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.

Preparing of newly plastered surface and applying three coats of white wash as in ceiling etc complete all as specified and as directed by Engineer-in-Charge.

Preparing of newly plastered surface of wall and applying two coats of cement base paint over a coat of white wash as in ceiling etc complete all as specified and as directed by Engineer-in-Charge.

Sand filling under floors or in foundations including watering and consolidationcomplete all as specified and as directed by Engineer-in-Charge.

75mm thick plain cement concrete M-10, (1:3:6) type B-2 (using 40mm graded crushed stone aggregate) as in sub-base of floor complete all as specified and as directed by the Engineer-in-Charge.

30mm thick plain Cement concrete M-15 (1:2:4), (type B-1), (using 20mm graded crushed stone aggregate) as in sub base of floor complete all as specified and as directed by the Engineer-in-Charge.

20mm thick screed bed or bedding layer of mortar in CM 1:4 for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge.

Brushing neat cement slurry with 3.0 kg of cement per square metre complete all as specified and as directed by Engineer-in-Charge.

Machine cut kota stone slab flooring, 18-20mm thick over cement screed bed, laid & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No 66 here-in-before but on vertical surfaces such as in riser, skirting etc. complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer-in-Charge.

Mild Steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed by Engineer-in-Charge.

Plain cement concrete M-10 (Nominal mix) type C-2 (using 40mm graded crushed stone aggregates) as in surface channel & drains complete all as specified and as directed by Engineer-in-Charge.

Brick work with Fly Ash Bricks (old size bricks) having crushing strength not less than 75kg/Sqm straight or curved on plan exceeding 6m mean radius in half brick thick walls built in Cement Mortar (1:4) complete all as specified and as directed by Engr-in-Charge.

Extra for forming fair finished drain or channel 30cm inner grith in cement concrete, using extra cement, including forms, moulds, mitred/stop ends etc complete all as specified and as directed by Engr-in-Charge.

Hardcore of broken stones or boulders 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 as directed by Engineer-in-Charge.

Cement concrete work in pavement/ hard-standing of flexural strength 40kg/per square centimetre in field using 400kg of cement per cubic metre, complete all as specified and as directed by Engineer-in-Charge.

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.

Forming construction (Dummy) joints 65mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified and as directed by Engineer-in-Charge.

Reinforced concrete pipes, of 600mm bore, class NP2, laid and jointed complete with collars laid in trenches in concrete padding jointed in cement mortar 1:1 complete all as specified and as directed by Engineer-in-Charge.

Reinforced concrete pipes, of 450mm bore, class NP2, laid and jointed complete with collars laid in trenches in concrete padding jointed in cement mortar 1:1 complete all as specified and as directed by Engineer-in-Charge.

EXTERNAL ELECTRIFICATION WORKS Bracket for street light fitting made out of 40mm dia GI pipe light grade of size 1.2 mtr long each bent to required shape & size as directed by Engineer-in-Charge & fixed to pole with and including flat iron clamps 02 Nos made out of 32mm X 6mm flat iron including GI nuts, bolts & washer and painting of clamps and street light fitting bracket with including two coats of finishing coat with aluminium paint over a one coat of red oxide primer complete all as specified and directed. Note :- Rate of this item shall deemed to be included rate of providing/ welding/ jointing of required size of nipple, if required at site as per dimension of LED light housing please complete all as specified and as directed by Engineer-in-Charge.

70 Watt LED street light luminaire made up of pressure Die Cast cast aluminum hosing IP 66 effeiceit protection with heat resistant toughned glass with individual LED lenses complete with black epoxy polyester powder coating for long life with excellent illumination and instant light with low temperatures (-10 degree to 50 degree) complete all as specified and directed. The luminaire shall be complete available CCT 6500K, IP66 for optical compartment and control gear compartment. The optical compartment shall be covered with heat resistant toughened glass for safety. The LED stree Light should be top maintainable for easy maintenance. LED street light shall use multiple LEDs to get sufficient light output from the luminaire. The LED street light shall be of integral type. The input voltage range shall be 100V to 300V. The LED driver shall be of isolated type with constant curremt constant voltage tepology to ensure optical driving of LED street light shall have power factor more than 0.95 complete all as specified and as directed by Engineer-in-Charge.

150 Watt LED flood light luminairemade up of pressure Die Cast cast aluminum housing with black epoxy polyester powder coating for long life. The luminaire shall be complete available CCT 5700K, IP66 for optical compartment and control gear compartment. The optical compartment shall be covered with heat resistant toughened glass for safety. The LED flood Light should be top maintainable for easy maintenance. LED flood light shall use multiple LEDs to get sufficient light output from the luminaire. The LED flood light shall be of integral type. The input voltage range shall be 150V to 270V. The LED driver shall be of isolated type with constant current constant voltage topology to ensure optimum driving of LEDs. The LED flood light shall have power factor more than 0.95 complete all as specified and as directed by Engineer-in-Charge. Note for serial number 2 and 3:- 1. Driver shall be potted anti-vibration types. 2. LM-79 and LM-80 test report with 1 Lakh burning hours LED life from NABL lab shall be provided. 3. CRI (colour Rendering index) of fixture shall be >70.

4. CCT (colour Co-related temperature of fixture shall be 5700K + 300K. 5. System Lumen efficient shall be > 100 Lm/W. 6. 10 KV serarate surge protection shall be provided as a part of fitting. 7. 5 years guarantee shall be provided by contractor supported by OEM covering all parts of luminaire. 8. Lenses shall be modular type. 9. PCB used shall be MC PCB type. 10. The defect liability period of LED light shall b e05 years from the certified date of completion & the contractor shall replace/ repair the defective fitting within 07 days after handing over to contractor for replacement/ repair. 11. CA No. shall be written on each fitting before installation. 12. The name of manufacturer to be embossed on the fitting. 13. The fittings shall have arrangement so that maintenance required, if any can be caried out from top cover.

Excavating in trenches in any type of soil, not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3m in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc not exceeding 10sqm on plan and not exceeding 1.5m in depth and getting out complete all as specified and as directed by Engineer-in-Charge.

Dry clean fine river sand as in sand cushioning to underground cable 23cm thick (8cm before laying & 15cm after laying cable) including punning down of sand layer complete all as specified and as directed by Engineer-in-Charge. Note :- Punned thickness shall only be measured and paid.

Brick protection with sub class 'B' old size brick, well burnt, laid flat for cable protection abutting each other laid dry with width equal to length of brick complete all as specified and as directed by Engineer-in-Charge.

Aluminium conductor, XLPE insulated, PVC inner sheathed, GI strip or wire armoured and overall PVC sheathed, heavy duty, 1100 volts grade in trenches/on surface of wall/ in DWC pipe including dressing and clamping the cable with MS Zinc Passivated clamps and fixing suitable thimbles/ lugs including cable glands of suitable size etc; for following cross sectional area of cable complete all as specified and as directed by Engineer-in-Charge:-

Cross sectional area 16 Sqmm, 4 core

Cross sectional area 35 Sqmm, 4 core

Cross sectional area 16 Sqmm, 2 core

Cross sectional area 10 Sqmm, 2 core

Supplying, jointing and connecting cable end termination joint kit, out door, heat shrinkable type for underground cable including jointing kits and labour complete for making joints suitable for aluminium conductor cable of size 25 sqmm to 50 Sqmm 4 core, 1100 volts grade cable including excavation and earth work complete all as specified and as directed by Engineer-in-Charge.

Supplying, jointing and connecting cable straight through joint kit, out door, heat shrinkable type for underground cable including jointing kits and labour complete for making joints suitable for aluminium conductor cable of size 06 sqmm to 16 Sqmm 4 core, 1100 volts grade cable including excavation and earth work complete all as specified and as directed by Engineer-in-Charge.

Supplying, jointing and connecting cable straight through joint kit, out door, heat shrinkable type for underground cable including jointing kits and labour complete for making joints suitable for aluminium conductor cable of size 25 sqmm to 50 Sqmm 4 core, 1100 volts grade cable including excavation and earth work complete all as specified and as directed by Engineer-in-Charge.

GI tubing light grade 40 mm bore cut to size and fixed along the pole/ road crossing for cable protection including clamp 02 Nos of size 25x4mm, nut bolts, washers etc all as required at site including taking out old one complete all as specified and as directed by Engineer-in-Charge.

GI tubing light grade 50 mm bore cut to size and fixed along the pole/ road crossing for cable protection including clamp 02 Nos of size 25x4mm, nut bolts, washers etc all as required at site including taking out old one complete all as specified and as directed by Engineer-in-Charge.

Steel tubular swaged poles of 9.00 metres long, type 410, SP-31 complete with cast iron base plate, goose neck bracket, finial taper plug, bolt, nuts & screws as specified and painting internal surface with anti-corrosive paint and external surface painting up to 1.5m height from base of poles with two coats of synthetic enamel paint Ist quality black & yellow colour alternate strip 30cm wide over a coat of red oxide primer and remaing portion with two coats of aluminum paint over a coat of red oxide primer,including writing pole number complete all as specified and as directed by Engineer-in-Charge. Note:-Excavation and earth work and concrete in foundation and pedestal shall be measured and paid for separately.

Earthing complete with galvanized mild steel earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25 meters below ground level) with top edge of earth plate not less than 1.5 meters below ground level connected to galvanized earth strip 32x6 mm by means of nuts, bolts, thimbles, chuck nuts, washers of GI or steel, PCC (concrete chamber of size 300 mm x 300 mm x 300 mm inside dimension) shall be PCC 1:3:6 type C-1 using 20mm graded stone aggregate with fair finish, internal surface of concrete chamber shall be given 15mm thick plaster in CM 1:4, funnel with wire mesh of 22 gauge, 80mm thick PCC pit cover 320 mm x 320 mm of RCC 1:2:4 type B-1 using 20mm graded stone aggregate reinforced with XPM, JALLI pit shall be filled with charcoal dust and common salt all as shown in electrical plate No 3 of MES SSR Part-I (2009) as specified including provision of 40mm dia light grade GI pipe for earth strip protection and 20 mm dia for watering complete, all excavation and earth work & connecting the earthing to an earthing test point/ main switch board as specified and testing on completion complete all as specified and as directed by Engineer-in-Charge.

Earthing complete with galvanized mild steel earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25 meters below ground level) with top edge of earth plate not less than 1.5 meters below ground level connected to galvanized earth wire 4.00 mm dia by means of nuts, bolts, thimbles, chuck nuts, washers of GI or steel, PCC (concrete chamber of size 300 mm x 300 mm x 300 mm inside dimension) shall be PCC 1:3:6 type C-1 using 20mm graded stone aggregate with fair finish, internal surface of concrete chamber shall be given 15mm thick plaster in CM 1:4, funnel with wire mesh of 22 gauge, 80mm thick PCC pit cover 320 mm x 320 mm of RCC 1:2:4 type B-1 using 20 mm graded stone aggregate reinforced with XPM, JALLI pit shall be filled with charcoal dust and common salt all as shown in electrical plate No 3 of MES SSR Part-I (2009) as specified including provision of 15mm dia light grade GI pipe for earth wire protection and 20mm dia for watering complete, all excavation and earth work & connecting the earthing to an earthing test point/ main switch board as specified and testing on completion complete all as specified and as directed by Engineer-in-Charge.

Junction box of size 260 x 160 x 250 mm made out of 3.15mm thick CRCA powder coated sheet, front door openable with fixing arrangement by nut & bolts including 63 Amp having four number of aluminium bus bar mounted on epoxy based post insulators and drilled holes for including MCB SP 0.5 Amps-01 No. all as required and fixed to poles using MS clamps of size 32x6mm and including nuts, bolts and washers connected electrically complete all as specified and as directed by Engineer-in-Charge.

INTERNAL ELECTRIFICATION WORKS Point wiring for one light point/ fan point controlled by one switch with 1.5 sqmm PVC insulated unsheathed, FRLS, multistranded copper conductor cable (red, yellow & blue colour) in and including non metalic rigid PVC concealed conduit ISI marked, not less than 20mm dia, medium duty with all necessary fittings such as tee, elbow, socket including sunken steel boxes of suitable size with 3mm thick plastic laminated backelite sheet top for mounting switches sockets etc including FRLS PVC insulated unsheathed multistranded copper conductor cable of size 1.5 sqmm (green colour) as continuous earth wire and connecting to earth dolly, and making good to distrubed surfaces of wall/ floor to match to existing finishes etc complete all as specified and directed. Note: The unit rate quoted include the cost of cutting chases in surfaces for conduits and fixing of sunken boxes and making good the distrubed surfaces to match the existing surfaces complete all as specified and as directed by Engineer-in-Charge.

All as per serial item No. 98.00 here in before but for one 3/5 pin 5 amps socket outlet on the same board with other switches complete all as specified and as directed by Engineer-in-Charge.

All as per serial item No. 98.00 here in before but for one 15 Amp independant socket outlet using 2.5 Sqmm FRLS PVC insulated unsheathed multi-strand copper conductor cable drawn (red, yellow & blue) through & including non metalic rigid PVC concealed conduit (ISI marked) not less than 20mm dia, medium duty with all necessary fittings & accessaries including sunken steel boxex of suitable size covered with 3mm thick plastic laminated bakelite sheet top incl FRLS PVC insulated unsheathed multistranded copper conductor cable of size 2.5 Sqmm (green colour) earth wire connected to earth dolly complete all as specified and as directed by Engineer-in-Charge.

Switch piano flush button single pole one way 6 Amps 240 volts polycarbonate body complete all as specified and as directed by Engineer-in-Charge.

Socket outlet multi purpose 2 & 3 pin, 6A, 230 Volts flush type complete all as specified and as directed by Engineer-in-Charge.

Socket outlet 2 in 1, 3 pin, 6 & 16 Amps, flush type, single pole, one way, 230 Volts complete all as specified and as directed by Engineer-in-Charge.

Switch piano, flush button, single pole, one way 16 AMPS 240 volts polycarbonate body complete all as specified and directed by Engineer-in-Charge.

Ceiling rose, 3 phase PVC / polycarbonate, isolated body complete all as specified and as directed by Engineer-in-Charge.

Lamp holder, PVC/Polycarbonate type with back plate suitable for batten fittings complete all as specified and as directed by Engineer-in-Charge.

LED Lamp of 9W, Base B22, BEE 3 Star complete all as specified and as directed by Engineer-in-Charge.

LED tube light fittings (4 feet long), wall mounted 1x20 watt 6500K, Decorative ultra slim square profile LED lighting fixture with extruded polycarbonate, environmental friendly, energy efficient with all accessories and making connection using 2 core, 0.50 Sqmm PVC insulated and overall sheathed flexible copper conductor cable from ceiling rose/PVC connector to light fitting and testing etc complete all as specified and as directed by Engineer-in-Charge.

Sheet metal enclosure for DBS double door single pole and neutral with 200 AMPS rated bus bar 4 way, 240 volts complete all as specified and directed by Engineer-in-Charge

MCB single pole and neutral, 32 Amps, 240 volts, B-series complete all as specified and as directed by Engineer-in-Charge.

MCB single pole 06 to 32 Amps, 240 volts, B-series complete all as specified and as directed by Engineer-in-Charge.

Note: The schedule of credit has been attached in tender in Pdf format and amount of credit schedule i.e. Rs 30,22,007.55 shall be deducted from the total amount of BOQ to arrive at the contract sum.

Shekhar Enterprises (BID ID -3471697)

SHANTI CONSTRUCTIONS (BID ID -3472981)

SRM BUILDERS AND ENGINERS PVT.LIMITTED (BID ID -3472569)

RSP Contractors India Private Limited (BID ID -3472828)

Rabina Enterprises Pvt Ltd (BID ID -3477791)

Sanjay Constructions (BID ID -3478063)