SPECIAL REPAIRS TO BOUNDARY WALL AROUND KV I AND ACHARYA NIWAS BLDG AT NEW NAVY NAGAR AND ADDITION ALTERATION TO SANKALP SCHOOL COLABA MUMBAI AND ADDN ALTN TO SEWAGE LINE BEHIND AZ2 BUILDING AND TARANG AND AASHRAY TO MAIN SEWAGE LINE AT NAVY NAGAR UN

Amount

Demolition of brick or stone / boulder work, built in cement mortar in portion/ part ordered to be dismantled including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer In Charge.

Excavation in trenches n.exc 1.5m deep for foundations,drains etc or for manholes etc not exc 10sqm area on plan and n.exc 1.5m deep getting out in hard/dense soil complete all as specified and as directed by Engineer In Charge.

Material and Labour for Plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in mass concrete complete all as specified and as directed by Engineer In Charge.

Material and Labour 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 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.

All as per item No 4 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed by Engineer In Charge.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and lintel, beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed by Engineer In Charge.

Use and wase of formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed by Engineer In Charge.

Material and Labour for RCC (1:2:4) type B1 using 20mm graded aggregate for foundations, including rafts, footings, foundation beams; lintel, bases for columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge..

Material and Labour RCC (1:2:4) type B1 using 20mm graded aggregate for Columns, pillars, piers, posts and struts and complete all as specified and as directed by Engineer In Charge.

Material and Labour brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer In Charge.

Taking down cement or cement lime plaster on brick or stone walls, any description, ncluding raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and as directed by Engineer In Charge.

Material and Labour rendering 15mm thick in CM (1:4) on wall finished even and fair without using extra cement as in patches complete all as specified and as directed by Engineer In Charge.

Preparing of new decorated surfaces of walls by washing the surfce thoroughly , filling the cracks, craves with crack-filling-compound (Make : DR FIXIT CRACK SHRINK FREE or Equivalent ) applying two coats of acrylic emulsion exterior grade (100%) over a coat of primer etc complete all as specified and as directed by Engineer In Charge.

Material and Labour Complete removal of existing treatment of walls by washing the surfce thoroughly , filling the cracks, craves with crack-filling-compound (Make : DR FIXIT CRACK SHRINK FREE or Equivalent ) applying two coats of acrylic emulsion exterior grade (100%) over a coat of primer etc complete all as specified and as directed by Engineer In Charge.

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

Taking down and fixing of Iron large Gate from one place to another place in same opening size including pintal hinges and painting of one coat of synthetic anamel paint on old steel sufaces complete all as specified and as directed by Engineer In Charge.

Material and Labour Mild steel work as in (angle iron) fencing post or struts in fencing incl cutting top shape as directed bent to shape drilling holes, notching for wire etc complete confirming to fe-290 Gde E-165 complete all as specified and as directed by Engineer In Charge.

Material and Labour 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; framework of water tanks and similar work conforming to Fe Fe 290 Gde E-165 complete all as specified and as directed by Engineer In Charge.

Material and Labour MS plate plain/ Chequered of required thickness over as in manhole cover fixed to angle iron frame with three Nos of hingeg and 150mm handle. complete all as specified and as directed by Engineer In Charge.

Material and Labour PCC Type B1 1:2:4 (20mm graded agg) as in bed blocks for grouting posts complete including shuttering complete all as specified and as directed by Engineer In Charge.

Material and Labour for Preparation of new steel surfaced of any description exc 10cm in width or girth and applying 2 coats of synthetic enamel paint over coat of red oxide primer complete all as specified and as directed by Engineer In Charge.

Demolition of cement concrete of any description and at any position complete all as specified and as directed by Engineer In Charge. Note : The quoted rates deemed to be inclusive for removal of demolition material out side of MoD land.

Supply and fixing in repairs galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails strain-ing bolts, including, tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc complete all as specified and as directed by Engineer In Charge.(each line wire to be measured).

Supply and fixing in repairs barbed razor type concertina coil 9 SWG hot galvanised spring tensile wire of UTS 145 to 150 Newton per square mm zinc coating 250-300 grams per sqm dia of coil when unstretched 460 mm covering 8 to 10 running meter per coil and minimum weight of coil (GI strip) 1.625 kg per running metre hot dip galvanised razor ribbon tape of size 0.50 mm thickness, 19 mm wide before wrapping on central core wire fixed 1.66 mm thick GI clip minimum 25 nos per running metre and special nut bolt to hold two coils together and extra two rows parallel wire of 10 gauge complete all as specified and as directed by Engineer In Charge.

Material and Labour PCC Type B1 1:2:4 (20mm graded agg) as in coping including weathering, slightly rounded or chamfered angles and throating as directed complete all as specified and as directed by Engineer In Charge.

Material and Labour for Granite(of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing types complete all as specified and as directed by Engineer In Charge.

Dismantling of paver blocks and concrete tiles any description any postion incliding removeing from site complete all as specified and as directed by Engineer In Charge.

Material and Labour 75 mm thick PCC 1:4:8 type D-2 (40mm graded agg) as in sub base of flooring, and similar works finished rough to receive the tiles etc without using extra cement complete all as specified and as directed by Engineer In Charge.

Material and Labour for Machine pressed precast coloured glazed concrete interlocking paver block with grey cement & pigment, glossy finish (reflective type) any shape and size (as approved by GE) confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, as in pavements to required level & gradients, set, jointed with clean dry sand and sealing the ends using PCC 1:2:4 etc complete all as specified and as directed by Engineer In Charge.

All as per item No 29 above but except tiles

Material and Labour for Sand filling under floors or in foundation including watering and consolidation etc complete all as specified and as directed by Engineer In Charge.

Material and Labour coloured glazed parking tiles 300x300x10 mm thick, glossy finish (reflective type), any design (as approved by GE) set jointed and pointed in neat cement slurry over and including 20 mm thick cement screed in CM 1:4 complete all as specified and as directed by Engineer In Charge.

Material and Labour for Returning, filling in including spreding levelling,watering and well ramming in layers not exceeding 25 cm as in hard /dense soil complete all as specified and as directed by Engineer In Charge.

Removing excavated hard / dense soil out side of MoD land complete all as specified and directed by Engineer-in-Charge. Note : Contractor should make his own arrangement for disposal of excavated material outside of the MoD land

Supply and fixing 3mm thick Aluminium composite panel cladding plain of approved colour/shade to facia of slab/beam/column/slab in circular/ rectangular shape including cutting, notching, bending to shape as required jointing with silicon gel of approved colour, with and including aluminium square tubular hollow section 25 x 25 mm not exceeding 900 mm c/c on MS pipe purline/rafter/column beam/slab to hold ACP cladding etc including takingdown old unserviceble aluminium composite panel. (Note : Colour / Pattern of ACP sheet shall be as approved by GE) complete all as specified and directed by Engineer-In-Charge

Taking down chowkats or frame (w/o taking off shutters from the frames) n.exc 1.50 Sqm each complete all as specified and as directed by Engineer In Charge.

Supply and fixing Aluminium anodised section 15 micron for window (Sliding type) / ventilator (Partly fixed partly louverd type) etc of anodised aluminium section ventilators partly fixed partly louvered type comprising frame, shutters, locking arrangements including necessary jamming, glazing pins, neoprene beading, glazing pin screw, levered aluminium sections for louvered glass, rollers , handle etc including taking down existing window complete all as specified and directed by Engg-In- Charge. Note: (a) Glazing shall be measured separately. (b) Item shall be paid as per weight of aluminium section. (c) Rate quoted shall be inclusive of neoprene beading, glazing clips, screw etc as required which not be measured for arriving the weight. (d) Rate shall be inclusive of the aluminium handle, locking arrangement including complete packing with silicon gel around contecting surface of aluminium and including matching the existing surface areacomplete all as specified and as directed by Engineer In Charge. . (e) Aluminium window / ventilator etc to be fixed with cadmium plated screw not more than 300mm c/c .

Material and Labour powder coated aluminium grill with suitable aluminium anodised frame section of ‘F’ section of size 23.4 x 15.3 x 1.4 mm thick manufactured by M/S Deco grill pattern DG-102 (7.5mm dia and aparture 50mm) complete all as specified and as directed by Engineer In Charge.

Supply and fixing 4.00 mm thick plain glass ordinary quality in square n.exc 0.50 sqm each fixed to aluminium window frame complete all as specified and as directed by Engineer In Charge.

Supply and fixing 4.00 mm thick frosted glass ordinary quality in square n.exc 0.50 sqm each fixed to aluminium window frame complete all as specified and as directed by Engineer In Charge.

Material and Labour Aluminium alloy wire cloth, 0.45mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminium wire staples or wooden/ Aluminium beadding complete all as specified and as directed by Engineer In Charge.

Supply and fixing in repair vitreous china wash down water closet (Pedestal) P or S trap including PVC seat cover closed pattern with flat bottom and cover and mild steel chromium plated hinge device,connection to drain or outgoing pipe and to flushing pipe, antisyphonage pipe joint to socket or stoper etc. complete all as specified and as directed by Engineer In Charge.

Supply and fixing in repair Vitreous China Squatting pan, Orissa pattern, size 580 x 440 mm white with `P' or `S' trap, front or back inlet and integral foot rests including connection to trap, to flushing pipe etc. complete including making good to floor complete all as specified and as directed by Engineer In Charge.

Supply and fixing in Repairs 15 mm Dia 2-in-One CP Bib cock, with crutch handle, screwed down, screwed for iron pipe or for brass ferrule and fixedcomplete all as specified and as directed by Engineer In Charge.

Supply and fixing in repair 10 ltrs capacity PVC valveless, syphonic action type,flushing cistern,low level,white,with inlet ,ball valve, float and handle including flush pipe (long bend) for low level cistern complete all as specified and as directed by Engineer In Charge.

Supply and fixing in repair 15mm CP Health faucet with all necessary fittingscomplete all as specified and as directed by Engineer In Charge. Make : Jaquar or equivalent as approved by the GE .

Supply and fixing in repair vitreous china wash hand basin flat back size of 550x400mm including brackets including cutting, pinning in ends of brackets or erecting stand and waste cupling, 600mm connection pipe, 600mm waste pipe and 15mm CP Pillar cock complete all as specified and as directed by Engineer In Charge.

Supply and fixing in repair Brass chromium plated shower rose 125mm size complete all as specified and as directed by Engineer In Charge.

Taking down eaves gutters and rain water pipes ,cast iron pipes(any size or pattern), including all fittings, heads, shoes, bends, swan-necks, reinforced concrete drain pipes etc., including cleaning or refixing or removal to Store (measured overall length as fixed along the centre line over fittings and accessories) complete all as specified and as directed by Engineer In Charge.

Supply and fixing PVC (SWR) 110mm bore pipes in any length with rubber ring joints fixed to wall with dash through fastners and clamp of 25 x 1.5 mm FL incl all fittings like sockets, bend, junction, elbow etc. complete all as specified and as directed by Engineer In Charge.

Supply and fixing 110mm PVC (SWR) bends complete all as specified and as directed by Engineer In Charge.

Supply and fixing PVC (SWR) branch piece, Single (single Y) equal or unequal for 110 mm bore complete all as specified and as directed by Engineer In Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by Engineer In Charge.

Material and Labour Non - skid coloured ceramic tiles 7 to 8 mm thick of size area of each tile exc 0.11 Sqm but n.exc 0.18 Sqm in floors over and including 20 mm thick screed bed in cement mortar 1:6 etc. set and jointed in neat cement slurry and grouted with Epoxy grout to match complete all as specified and as directed by Engineer In Charge. (Work will be carried out upto 4 storey) complete all as specified and as directed by Engineer In Charge.

Material and Labour for coloured glazed ceramic tiles in vertical surface 300x450x7 to 8mm thick set and jointed in neat cement slurry over and including 10mm thick cement plaster in cement mortar (1:4) and pointed in white or coloured cement to match complete all as specified and as directed by Engineer In Charge.

Material and Labour for coloured heavy duty industrial digital vitrified paver tiles of 600mm x 600mm x 14mm to 16mm thick having flexural strength greater thatn 38N/mm2 of make Johnson Endura or eqvt as in pavements to required level & gradents over and including 20 mm thick screed bed in cement mortar 1:6 etc. set and jointed in neat cement slurry and grouted with Epoxy grout to match complete all as specified and as directed by Engineer In Charge. (Work will be carried out upto 4 storey)

Material and Labour for machine cut pre-polished kota stone slab as in flooring, steps, windwo cill and jams etc or similar work 20-25mm thick over and including 20 mm thick cement screed base (1:6) laid and 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.

Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings or chajjas (FRP or any other pattern) complete all as specified and as directed by Engineer In Charge.

Material and Labour pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer In Charge.

Taking up or down 15 mm bore GI tubing pipe and connections, including cleaning for re-fixing or removal to store,complete all as specified and as directed by Engineer In Charge.

Supply and fixing 15 mm bore galvanized steel tubing medium grade with all fittings and fixed to walls, ceiling, floors etc including necessary scaffoldings, complete all as specified and as directed by Engineer In Charge.

Taking down chawkhats or frame (w/o taking off shutters from the frames) but exc 1.50 but n.exc 4.00 Sqm each complete all as specified and as directed by Engineer In Charge.

Supply and fixing 2nd class hard wood plain, solid straight chowkats and frames, wrought framed, rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and as directed by Engineer In Charge.

S&F, 30 mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and as directed by Engineer In Charge.

Material and Labour for preparing new wood or wooden surfaces over 10 cm of width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer In Charge.

Supply and fixing MS holdfast, wall ties and similar articles confirming to Fe-290 Gde- E-165 complete all as specified and as directed by Engineer In Charge.

Material and Labour for PCC (1:3:6) type C-1 (20mm graded agg) for fixing of hold fast complete all as specified and as directed by Engineer In Charge.

Supply and fixing 100mm size MS butt hinges complete all as specified and as directed by Engineer In Charge.

Supply and fixing 150 mm long aluminium anodised barrel tower bolts of extruded section complete all as specified and as directed by Engineer In Charge.

Supply and fixing 150mm size extruded aluminium alloy handles, fabricated type anodised complete all as specified and as directed by Engineer In Charge.

Supply and fixing Aluminium alloy, anodised, sliding door bolt 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 and fixed of length 300 mm complete all as specified and as directed by Engineer In Charge.

Supply and fixing floor door stopper of 140mm of brass body and tongue with hard drawn steel spring complete all as specified and as directed by Engineer In Charge.

Supply and fixing in repairs 125mm size MS butt hinges complete all as specified and as directed by Engineer In Charge.

Supply and fixing in repairs 150mm long aluminium, anodised, barrel tower bolts of extruded section complete all as specified and as directed by Engineer In Charge.

Supply and fixing in repairs 125mm long extruded aluminium alloy handles, fabricated type, anodised complete all as specified and as directed by Engineer In Charge.

Supply and fixing in repairs 300mm long aluminium alloy, anodized sliding door bolt with hasp and 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 as directed by Engineer In Charge.

Supply and fixing in repairs floor door stopper of 140mm aluminium body and tongue anodised with hard drawn steel spring fixed in floor complete all as specified and as directed by Engineer In Charge.

Demolition of existing treatment of any type and preparing the surface by cleaning the concrete surface with wire brush and high pressure water jet and ensure that it is free of dust, oil, grease, loose particles vegetation roots etc complete all as specified and as directed by Engineer In Charge.

Material and labour for Plain cement concrete 1:2:4 type B-0 (using 12.5mm graded stone aggregate) mixed with liquid water proofing compound and 1:30 slope to be maintained complete all as specified and as directed by Engineer In Charge.

Supply only integral water proofing compound.(ISI Marked)complete all as specified and as directed by Engineer In Charge.

Material and labour for 10mm thick rendering in CM 1:4 with mixed with liquid water proofing compound on fair faces of brick work or on concrete surfaces complete all as specified and as directed by Engineer In Charge.

Material and Labour for preparation of newly plastered/RCC surface making surface completely dry and applying primer conforming to IS 3384-1965 @ 0.30 Kg/Sqm to be applied on prepared surface till the surface is properly impreganted.water proofing treatment shall be provided with APP modified water proofing membrane 3 mm thick ( weighting not less than 3.00 Kg/Sqm on prepared suface after the primer has dried the membrane will be laid by torching to the surface as per manufacturer instruction and under strict supervisition .APP polymeric water proofing membrane shall consist of center core of 160 GSM Non Woven polyester mat protected on both side with a high quality polymeric asphaltic mix will be procted both side with thermo fusible HMHDPE film having the technical specification, laying procedure , overlap fusing methology and treatment around rain water pipe spout and tank stagging and similar location as per zonal specfication .After laying membrane apply a layer of blown biumen (conforming to IS 702) 85/25 grade @1.2 Kg/Sqm with blinding material such as sand in dry condition @ .5 to 1.00 Kg/Sqm shall be dusted over the bitumen complete all as specified and as directed by Engineer In Charge.

Material and Labour for Cement concrete 1:2:4 type B-1 ( 20 mm graded crushed stone aggregate) as coping ,roof padding, in roof kerb or mud stops ,water through and like including weathering,silghtly rounded or chamfered angle and throating with necessary formwork complete all as specified and as directed by Engineer In Charge.

Material and Labour for plain cement concrete tils 30cm x 30cm x22 to 25 mm thick with grey cement and no pigment machine pressed, set jointed and pointed in neat cement slurry in roofs , including 15 mm thick screed bed or bedding layer for laying tiles in C:M 1:4 complete all as specified and as directed by Engineer In Charge.

Material and Labour for rendering 15mm thick in CM 1:6 in patches on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer In Charge.

Material and Labour rendering 5 mm thick in patches on fair faces of concrete surfaces, finished even and smooth on ceiling in cement mortar (1:3), complete all as specified and as directed by Engineer In Charge.

Prepration of new plastered surfaces of walls, pillars, cornices and applying two coat oil bound distemper over a coat of primer including prepration of surface complete all as specified and as directed by Engineer In Charge.

Material and Labour three coat white washing on new plastered surface on ceiling including prepration of surface complete all as specified and as directed by Engineer In Charge.

Demolition and breaking up 150mm inner dia of drain pipes (salt ware, AC or RCC pipe) with concrete of any description and in any position complete all as specified and as directed by Engineer In Charge.

All as per item No 90 above but 200mm inner dia

All as per item No 90 above but 300mm inner dia

Material and Labour Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested for 150mm dia pipe with cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate ) complete all as specified and as directed by Engineer In Charge.

All as per item No 93 above but 200mm inner dia

All as per item No 93 above but 300mm inner dia

Material and Labour Reinforced concrete pipes, class NP2, 150mm dia laid and jointed complate with collars complete all as specified and as directed by Engineer In Charge.

All as per item No 96 above but 150mm dia of SGSW pipe

All as per item No 96 above but 200mm dia

All as per item No 96 above but 300mm dia

Material and Labour PCC Type C2 1:3:6 (40mm graded agg) as in foundation complete all as specified and as directed by Engineer In Charge.

Material and Labour PCC Type B1 1:2:4 (20mm graded agg) as in benching to manholes including weathering , slightly rounded or chamfered angles complete all as specified and as directed by Engineer In Charge.

Cutting into existing manholes for connecting 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 B1 , smooth finished , and reforming benching complete all as specified and as directed by Engineer In Charge.

Material and Labour for reinforced cement concrete type B1 1:2:4 (20 mm graded aggregate) in walls, retaining walls, basement walls, ballast walls manhole and the like including attached plaster and buttresses complete all as specified and as directed by Engineer In Charge.

Material and Labour for formwork to face of wall, retaining walls, abutments, parapets and staircase raillings and similar works not exceeding 250mm thick (horizondal or sloping complete all as specified and as directed by Engineer In Charge.

Shifting of RCC covers to other location and placing in position complete all as specified and as directed by Engineer In Charge.

Dismantling of RCC manhole cover of any description complete all as specified and as directed by Engineer In Charge.

Supply and fixing for factory made precast RCC cover slab of size 900mm x 450mm x 75mm thickness fixing in position complete all as specified and as directed by Engineer In Charge.

Material and Labour applying one coat of synthetic enamel paint on old steel surfaces over 10cm width/girth incl preparation of surfaces complete all as specified and as directed by Engineer In Charge.

Taking down cast iron soil waste pipe (any size of patterns) moulding all fittings heads, shoes, bends etc (measured over all as fixed along the conferce line over fittings and accessories) complete all as specified and as directed by Engineer In Charge.

Supply and fixing 100 mm bore sand cast CI soil, vent and waste pipes in any length with or without ears with cements joints fixed to wall complete all as specified and as directed by Engineer In Charge.

Supply and fixing CI bend any radius with door eye 100 mm bore complete all as specified and as directed by Engineer In Charge.

Supply and fixing CI branch piece, single (equal or enqual) 100 mm bore access with oval door complete all as specified and as directed by Engineer In Charge.

Material and Labour for hardcore of broken stone or boulders of gauge n.exc.63mm,deposited,spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface,complete all as specified and as directed by Engineer In Charge.

Material and Labour for 100mm thick PCC (1:3:6) type C1 (Using 20 mm graded stone aggregate) as in sub base to floors complete all as specified and as directed by Engineer In Charge.

Cleaning of deposited earth, silt, debris, sludge, water, vegetation from drain / culverts of any depth including removing covers/grill gratings etc and refixing/placing the same covers/grill gratings etc in the position including making good in CM 1:4 and removal of debris to outside the MoD land exc. 1.50 km but n exc. 5 km and depositing where directed by Engr-in-Charge. complete all as specified and as directed by Engineer In Charge.

Supply and Fixing PVC (SWR)160 mm bore pipes single socketed in any length with rubber ring joints and fixed to wall complete all as specified and as directed by Engineer In Charge.

Supply and Fixing 160 mm bore PVC (SWR) bends any radius including necessary cutting in brick wall and making good to match with existing surface complete all as specified and as directed by Engineer In Charge.

Material and Labour for PCC 1:2:4 type B-1 using 20 mm graded stone aggegate as in filling and mass concrete for paving area finished the surface even and smooth without using extra cement complete all as specified and as directed by Engineer In Charge.

Material and Labour for forming construction (Dummy) joints 30mm deep x 10mm wide fill with grade 'B' sealing compound complete all as specified and as directed by Engineer In Charge.

Supply and Fixing Integral decorative LED 45 Watts Post Top with opal acrylic with IP65 Protection mounted on 1 Mtr GI pole complete with necessary PCC foundation and PCC block of 60cm height above ground including taking out old, U/S complete all as specified and as directed by Engineer In Charge.

Supply, Fixing, testing and commissioning of XLPE insulated armoured, heavy duty electric cable with aluminium conductor of size 10 sqmm 2 core, 1100 volt grade laid in trenches, fixed on wall, passing through pipes complete including connecting with MCCB/MCB/ busbar with the help of proper size thimble, glands, properly as directed by engineer-in-charge. Note : Excavation, earthwork and cable protection shall be measured and paid separately under relevant items.

Excavation in trenches not exc 1.5 mtr wide and not exc1.5 mtr in depth for laying of cables etc. in any type of soil and getting out all as specified and directed by Engineer-in-Charge. Note : Rate includes removing of paver blocks carefully and stack properly for refixing after laying of cables .

Material and Labour for in replacement of High density poly-ethylene pipes (HDPE) of pressure 6 kgf/cm2 pipe, 50 mm dia for road crossing of cable or for cable protection of cable above ground surface complete all as specified and as directed by Engineer In Charge.

Supply and Fixing MCB DB SPN conforming to as per IEC 61439-3 and IP 43, IK 09 with acrylic door, 4 way complete with din rail, Neutral and Earthing bar and connection complete all as specified and as directed by Engineer In Charge.

Supply and Fixing MCB SPN, 32 Amp, 10 KA, 230 Volt complete all as specified and as directed by Engineer In Charge.

Supply and Fixing MCB, single pole, upto 20 Amp, 10 KA, 230 Volt complete all as specified and as directed by Engineer In Charge.

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M/s. MAYUR ENTERPRISES

SHREE JAGDISH FURNITURE CO.