ADDITIONAL/ALTERATION OF JCO/OR MARRIED ACCOMMODATION OF BUILDING NUMBER P-4,6,7,10,11,12,14 AND 16 AT NEW APS COLONY

Amount

Item No. 1 Demolition of cement concrete (reinforced) of any position not otherwise specifically provided for and including reinforcement required to facilitate demolition upto and including fourth story and on the roof top/mumty/parapet and removal of debris and rubbish out side MoD land complete all as specified and directed.

Item No. 2 Demolition of brick work built in cement mortar in any description and position complete all as specified and directed.

Item No. 3 Demolition of cement concrete (un-reinforced) in Ground floors and paving n.exe 15cm thickness ( below or above ground level ) including removal of rubbish out side complex (MOD land), complete all as specified and directed.

Item No. 4 Dismantling of PVC water tanks exc 250 litres and n.exc 500 litres capacity of any condition or type complete all as specified and directed.

Item No. 5 Dismantling of Cast Iron pipe/ RCC drain pipe/PVC pipe up to 100 mm bore complete all as specified and directed.

Item No. 6 Dismantling floor hearth or wall tiling including cement mortor bedding (but not backing) laid bedded and pointed in any mortar and removal of old tiles from premises complete all as specified and directed.

Item No. 7 (a) Dismantling of floor of WC with Indian type Water closet and removing out the cinder/concrete from sunken protion, cleaning of RCC surface to remove dust, loose particle with compressed air or any other suitable method depending on site conditons, grinding any sharp edges etc complete all as specified and directed. (b) Cleaning or RCC surface to remove dust, loose particle etc with compressed air or any other particles or any other suitable techniques on site conditions etc. (c) M&L for a glass fibre reinforced acrylic modified cementitious coating system with base coat @ 1.50 Kg/Sqm glass fibre reinforcement and top coat with Sika Top® Seal-107 @ 1.50 Kg/Sqm or equivalent of Fosroc or MC Bauchemie India Pvt Ltd. (d) M&L for protection plaster 15mm thick on cement mortar 1:3 admixed with appropriate integral water proofing compound with as specified. (e) M&L for providing 25mm dia GI pipe spout projecting at least 150mm beyond outer face of wall. (f) M&L for sunken portion filled with 40 mm graded brick bats and finished with 50 mm thick PCC 1:2:4 type B1 all as specified and directed. (g) The area of Each WC portion is n.exc 2.00 Sqm each. (h) Cost of the above aspect shall be deemed to be included in the quoted rates of the respective item and nothing extra shall be paid on this account. Note : The work will be executed by authorised manufacturers/applicator.

Item No. 8 M&L for cutting chases on brick or concrete surface for concealed water tubing or girth n.exc 10cm including making good of disturved surfaces with PCC 1:2:4 type B0 using 12.5 mm graded aggregate complete all as specified and directed.

Item No. 9 Dismantling of Brick tiles or terracing tiles, single layer on roofs, kerbs, aprons, etc. (each layer) complete all as specified and directed. (Note : All roots of plant on either on wall or roof to be removed and making good the disturbed surfaces. The rate quoted be the contractor is deemed to be included in the unit rates.)

Item No. 10 Demolition of Mud Phuska in roofs,any thickness including plastering and leeping of any thickness upto 30cm deep complete all as specified and directed. (Note: All roots of plant on either on wall or roof to be removed and making good the distributed surfaces. The rate quoted by the contractor is deemd to be included in the unit rates including removal of mud phuska outside defence land.)

Item No. 11 Taking up or down 15 mm bore GI tubing and connections including cleaning for re-fixing complete all as specified and directed.

Item No. 12 All as per item No. 11 above but 20 mm bore

Item No. 13 Taking down chowkats or frames exc. 1.5 Sqm and n.exc 4 Sqm each with shutters (without taking off shutters from frames) complete all as specified and directed.

Item No. 14 Taking down chowkats or frames not exc. 1.5 Sqm each with shutters (without taking off shutters from frames) complete all as specified and directed.

Item No. 15 Taking down shutters of any description exc 1 sqm and not exc 2 sqm each complete all as specified and directed.

Item No.16 Taking down shutters of any description exc 1 sqm and not exc 2 sqm each and refixing in the same opening as required at site complete all as specified and directed. Note : The rate quoted by the contractor are inclusive of taking down old mild steel hinges carefully without damaging and refixing in the same or other opening as directed. Nothing extra cost will be allowed in this account.

Item No.17 Taking down cement plaster, terrazzo dado in any thickness from brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc including removal of rubbish,vegetation etc outside complex (MOD land) complete all as specified and directed.

Item No. 18 S&F Fiber Glass Reinforced Plastic (FRP) Door Frames of cross section 90mm x 45mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.

Item No. 19 S&F 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardantgrade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames complete all as specified and directed.

Item No. 20 M&L framed work such as grills, grating etc with ends of bars shouldered or riveted or forged into spikes framed guard bars/balcony, chajja & railing repair with flat iron/MS tube etc. and similar work confirming to Fe - 290-0 or E-165 including two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed

Item No. 21 S&F 35mm thick factory made flush shutters solid core construction with block board core and plywood face panels commercial type on both sides complete all as specified and directed.

Item No. 22 M&L Factory made 2nd class hard wood glazed and skeleton shutter 35mm thick, factory made, open rebated and prepared to receive glass/guage etc, without sash bars, mitred and rebated, with edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass/guage etc, sizes of members of shutter as specified in section 8, clause 8.24(a) of SSR Part I complete all as specified and directed.

Item No. 23 S&F 25 mm thick flush shutter solid core construction with block board core and ply wood face panel commerical type on both side to be fixed as shutter of cupboard/kitchen cupboard/loft board including two coats of synthetic enamel paint over a coat of pin primer complete all as specified and directed.

Item No. 24 S&F 100 mm long (size) butt hinges, stainless steel AISI 304 grade with brass/bronze hinge pin, complete all as specified and directed.

Item No. 25 All as per item No. 24 above but 75 mm long.

Item No. 26 S&F 300mm long, stainless steel of AISI 304 grade, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts complete all as specified and directed.

Item No. 27 S&F in repair Stainless steel of AISI-304 grade barrel tower bolt 200 mm long, extruded section complete all as specified and directed.

Item No. 28 All as per item No. 27 above but 75 mm long.

Item No. 29 S&F Stainless steel AISI 304 grade handle of size 200mm size long complete all as specified and directed.

Item No. 30 S&F in repair Stainless steel of AISI 304 grade floor door stopper with hard drawn steel spring 140mm long complete all as specified and directed.

Item No. 31 S&F Stainless steel of AISI 304 grade floor door stopper with hard drawn steel spring 140mm long complete all as specified and directed.

Item No. 32 S&F in repair 300mm long, stainless steel of AISI 304 grade, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts complete all as specified.

Item No. 33 M&L Cement concrete 1:2:4 type B1(using 20mm graded crushed stone aggregate) as in bed blocks for hold fast, coping, benching etc. including weathering, slightly rounded or chamfered angles or throating including form work to concrete surfaces complete all as specified and directed upto two storey height.

Item No. 34 S&F Hasp and staple, 75mm size, safety type, brass with mild steel hinge pin including bolt to hinge plate & fixed with screws, complete all as specified and directed

Item No. 35 S&F in repair 40mm dia, cup boards stainless steel knobs fixed with nuts , screw and washer of mild steel bright finished complte all as specified and directed

Item No. 36 S&F 150mm size double action spring, hinge, mild steel with steel wire spring, stove enamelled black, complete all as specified and directed.

Item No. 37 S&F Continuous piano hinges stainless steel of AISI 304 grade width of flaps (when open) 30mm complete all as specified and directed.

Item No. 38 M&L Preparation of new or previously untreated wood and wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed.

Item No. 39 Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified and directed.

Item No. 40 S&F powder coted (50 micorn thick) aluminium sliding window, three track 'C' series 1.5 mm thick with two glazed shutters each covering half opening and one gauged shutter covering half opening, including self closing locking arrangement, stoppers and rubber gasket etc all as specified and directed.

Item No. 41 M&L for powder coated (50 micron thick) aluminium ventilator fixed type (partly glazed and partly gauzed) with gasket, glazing clip etc, weight of frame not less than 0.55 Kg/RM and weight of shutter frame not less than 0.425 Kg/RM complete all as specified and directed.

Item No. 42 M&L for powder coated (50 micron thick) aluminium casement windows with cooler opening with sash bars including aluminium hinges-02 Nos, aluminium handles 150mm long-02, aluminium tower bolt-150mm, hook and eye, gasket, glazing clips etc weight of frame not less than 0.55 Kg/RM and weight of shutter frame not less than 0.425 Kg/RM complete all as specified and directed. Note: The rate quoted by the contractor is for the entire completion of work. The shutter shall be double leaf and double shutter (One side glazed window and other side gauzed window. The rate quoted by the contractor is deemed to include the entire finishing of the work such as fittings and fixtures, stainless steel wire mesh .36mm nominal dia, 1.12mm average width of aperature and 5.00mm thick glass panes. The net area of the opening will be measured. No extra payment will be allowed at any cost.

Item No. 43 S&F Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.18mm and fixed with steel wire staples, complete all as specified and directed

Item No. 44 S&F 4 mm thick plain sheet glass and glazing with oil putty in square n.exc 0.5 Sqm in each pane complete all as specified and directed.

Item No. 45 M&L Granite of 18 to 20mm thick with uniform texture (table rubbed and polished) in steps, jambs, pillars, window cills etc polishing bevelled edges of corner etc complete all as specified and directed.

Item No. 46 All as per serial item no 45 above but on vetical surfaces including 15 mm thick rendering in cement mortar 1:4

Item No. 47 M&L for Brick work with sub class B bricks of old size, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:6 complete all as specified and directed.

Item No. 48 M&L for Brick work with sub class 'B' bricks straight or curved on plan to any radius in half brick thick wall built in CM 1:4 complete all as specified and directed.

Item No. 49 S&F Mild steel TMT bars of 10 mm dia and over cut to length bent to shape required including cranking, bending etc and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

Item No. 50 M&L for providing reinforced cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in kitchen slab, Chajjas, lintels complete all as specified and directed. Note : The rate quoted by the contractor is deemed to include the necessary scafoldings, supports etc. Nothing extra will be claimed on this account. The work will be executed upto G+3 Storyes building.

Item No. 51 S&F Form work to sides and soffits of shelves etc including supports such as kitchen shelves, platforms and similar works rough finish surface of concrete (the thickness of slab/shelves n.exc. 100 mm) complete all as specified and directed.

Item No. 52 M&L Rendering 5mm thick plastering in cement mortar 1:4 as in ceiling finished even and smooth without using extra cement to match with existing surface complete all as specified and directed.

Item No. 53 M&L Rendering 15 mm thick in cement mortar 1:6 on fair face of brick work/ concrete surfaces (either surfaces) and finished even and smooth without using extra cement complete all as specified and directed.

Item No. 54 M&L Rendering 15 mm thick in cement mortar 1:4 on fair face of brick work/ concrete surfaces with water proofing admixture finished even and smooth without using extra cement complete all as specified and directed.

Item No. 55 M&L Non skid Coloured ceramic rectified tile 300x300x7-8 mm thick as in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed

Item No. 56 M&L Coloured ceramic rectified tiles 300x600 x 7 to 8mm thick, as in vertical surfaces of wall such as dado/skirting, set and jointed in neat cement slurry and pointed in white or coloured cement over and including 10mm thick rendering in CM 1:4 complete all as specified.

Item No. 57 M&L Coloured ceramic rectified tiles 600mm x 600mm x10 mm thick , joint free as in floors over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed.

Item No. 58 M&L Coloured ceramic rectified tiles 600 mm x 600 mm x 10 mm thick as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 complete all as specified and directed.

Item No. 59 M & L for 16-18 mm thick Machine cut kota single piece stone slab for steps and size 22''x22'' for flooring over cement screed bed laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab laid over and including 15mm thick screed bed in CM 1:6 and rounding of edges, rubbing and polishing complete all as specified and directed.

Item No. 60 M&L kota stone mirror polished slab with uniform texture of 16-18 mm thick in treader of steps (to be flushed and provided with three Nos of grooves at the end on each step), riser of steps, skirting, dado and pillars in one single piece (size decided by Engineer-in-Charge) laid over and including cement screed 15mm thick in cement morter 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing , bevelled edge of corner etc complete all as specified and directed.

Item No. 61 S&F 15mm bore GI tubing medium grade with all fittings and fixed to wall and ceiling or laid in floors etc complete all as specified and directed. Note :-The pipe shall be painted with bituminous paint of approved quality and the pipes should not come in contact with lime mortar or lime concrete as pipes are affected by lime etc. complete all as specified and directed. Note:- Pre form, rigid, resin bonded glasswool section of any length to be used for geyser pipe insulation.

Item No. 62 All as per item No 61 above but 20 mm bore.

Item No. 63 Fixing only old steel chowkhat in same opening after necessary repair with additional members of Angle/Tee/Iron (which shall be measured and piad separately under item No. 119) complete all as specified and directed.

Item No.64 M&L for supreme quality heat resistent terrace tiles of size exc 0.09 sqm, 20mm thick over 15mm thick screed in CM 1:4 complete all as specified and directed.

Item No. 65 S&F white colour Rotational moulded polyethylene water storage tank 500 litres capacity, white triple layer construction (cylindrical vertical closed top), hoisted & fixed in position including all fittings complete all as specified and as directed.

Item No. 66 S&F in repair viterous china squatting pan 'ORISSA Pattern' size 580x440mm white with integral foot rests incl P or S Trap (excluding flushing cistern & flush pipe) complete all as specificed and directed.

Item No. 67 S&F in repair vitreous chinaware coloured wash hand basin (WHB) size 550mm x 400mm, Ist quality, including provision of pair of mild steel angle iron brackets of suitable size duly painted and cutting for and pinning in ends of brackets in walls & making good & including providing and fixing of suitable waste pipe and waste fitting complete all as specified and directed.

Item No. 68 S&F in repairs PVC valve less syphonic action type flushing cistern 10 ltr capacity, low level, white with inlet, ball valve, float and handle including brackets and connection to pipes and fixing of chain and pull or lever if any complete all as specified and directed.

Item No. 69 S&F Brass CP basin mixer for mixing hot & cold water screwed down for iron pipe 15 mm bore, screwed down high pressure, screwed for iron pipe and fixed complete all as specified and directed.

Item No. 70 S&F sheet glass shelf assembly consisting of 5.5 mm thick sheet glass shelf 12 cm wide with chromium plated bracket guard and railing 60 cm long complete all as specified and directed.

Item No. 71 S&F stainless steel sink AISI 316 grade without drainage board of 1 mm thick kitchen or laboratory with plug , washer and waste, including bedding in cement morter to dwarf wall or including CP Waste , PVC Down pipe etc and fixing cantilever brackets and connecting union to pipe overall size 495mm x 420mm bowl size 410mm x330mm x160mm etc compete all as specified and directed.

Item No. 72 S&F stainless steel kitchen plate rack 1 mm thick four shelves made out of stainless steel sheets 1 mm thick over all size 120x90x25cm complete all as specificed and directed.

Item No. 73 S&F Chromium plated tubular towel rail, 20mm dia, ‘D’ type 60cm long between flanges of brass chromium plated and fixed with brass screws complete all as specified and dirtected .

Item No. 74 S&F in repair stainless steel peg set of six complete all as specified and directed.

Item No. 75 S&F in repairs 15 mm bore Angle valve cast copper alloy Chromium plated screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe complete all as specified and directed

Item No. 76 S&F 15mm dia wall mixture 3 in 1 system with provision of over head shower complete with 115mm long bend pipe connecting legs and wall flange (quarter turn) cast copper alloy, chromium plated fixed to walls with necessary fittings and fixtures complete all as specified and directed.

Item No. 77 S&F in repairs 15mm bore bib taps standard of Chromium plated high pressure screwed for iron pipe and fixed etc. complete all as specified and directed.

Item No. 78 S&F in repairs CP brass shower rose 150mm dia with shower arm fixed to 15mm pipe of revolving type complete all as specified and directed.

Item No. 79 S&F in repair Stainless steel grating 100mm dia of best quality as approved by GE including fixing in CM 1:4 to floor/nahani traps etc complete all as specified and directed.

Item No. 80 S&F in repair Gun-metal globe or gate valves 20mm bore with iron wheel head, screwed both ends for iron iron complete all as specified and directed.

Item No. 81 S&F 20 mm Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed (Minimum weight 210 gms) complete all as specified and directed.

Item No. 83 S&F in repair PVC connection 15 mm bore and 45cm long with washers complete all as specified and directed.

Item No. 84 M&L Preparation of new or previously untreated steel surfaces of any description over 10cm in width or girth,not otherwise specifically and applying two coats of synthetic enamel paint over a coat of redoxide primer complete all as specified and directed.

Item No. 85 S&F UPVC (SWR) pipes of 110 mm nominal outside diameter (Type B with wall thickness 3.20 to 3.80mm) double socketed in any length with rubber ring joints including all fittings/fixtures fixed on wall or in trenches or in floor complete all as specified and directed.

Item No. 86 All as per item No. 85 above but 75mm nominal outside diameter.

Item No. 87 S&F UPVC (SWR) junction single, 110mm dia (single T) or unequal provided with access door complete all as specified and directed.

Item No. 88 All as per item No. 87 above but 75mm dia.

Item No. 89 S&F 110 mm bore UPVC (SWR) bends/shoes any radius complete all as specified and directed

Item No. 90 All as per item No. 89 above but 75 mm bore.

Item No. 91 S&F in repair UPVC (SWR) 75 mm Nahani trap with grating including jointing to waste pipe in cement concrete complete all as specified and directed.

Item No. 92 S&F in repair UPVC (SWR) floor trap, 75mm dia plain with grating including jointing with solvent cement with grating including jointing to waste pipe in cement concrete complete all as specified and directed.

Item No. 93 S&F in repair UPVC branch piece single (equal or unequal) 110 mm bore ordinary or inverted (spigot or socke type) or with paralled branches complete all as specified and directed

Item No. 94 All as per item No. 93 above but 75 mm bore.

Item No. 95 S&F in repair 100 mm pipe, stack clamps out of 50mmx 5 mm flat iron and 16 mm dia round iron stamp including bolts and nuts and securing ends of stays to walls or roof complete all as specified and directed.

Item No. 96 All as per item No. 95 above but 75 mm bore pipe.

Item No. 97 M&L 18/19mm thick Block boards, grade 1 quality, exterior grade, commercial type, fixed with screws to timber frame-work face complete all as specified and directed.

Item No. 98 Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in soft/loose soil complete all as specified and directed.

Item No. 99 Returning filling in, including spreading levelling watering and well ramming in layers n exc 25cm thick (after the pipes have been laid and tested) in soft/loose soil complete all as specified and directed

Item No. 100 Removing excavated material (soil) not exceeding 50M and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed

Item No. 101 Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.

Item No. 102 S&F 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 and the sheet should be embedded in to the wall to a depth of 25mm and the surfaces to be plastered and made good complete all as specified and directed

Item No. 103 S&F Framed bracket of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary,gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 complete all as specified and directed

Item No. 104 M&L Hardcore of broken stone of gauge n. exc 63mm deposited, spread and levelled in layers not exc 150 mm thick watered and rammed to a true surface complete all as specified and directed.

Item No. 105 M&L 75mm thick PCC (1:4:8) Type D2 (using 40mm graded crushed stone aggregate) as in sub floor complete all as specified and directed

Item No. 106 Sand filling under floors or in foundations including watering and consolidations complete all as specified and directed.

Item No. 107 M&L Machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and directed.

Item No. 108 M&L 75mm thick cement concrete 1:3:6 type C2 (using 40mm graded stone agg). Plinth protection laid to a slope of 1 in 24 in alternate basis system. Each bay shall not exceed 3m in length. 12mm wide & 75mm deep joint shall be formed between the bays which shall be filled with mastic filling to full depth comprising a mixture of 1 part of hot blow bitumen 85/25 portion and two parts of heated badrapur sand (by volume) etc complete all as specified and directed.

Item No. 109 M&L for providing pre cast RCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in culvert slab/landings etc including form work complete all as specified & directed.

Item No. 110 M&L Resecuring or Easing and adjusting , without taking down shutters of doors/windows for easy opening /closing ,tightening of hinges and changing its position or adjustment of tower bolts/sliding bolts etc area not exc 2 sqm each complete all as specified and directed.

Item No. 111 M&L Cement concrete 1:2:4 type B0(using 12.5mm graded crushed stone agg) as in roof levelling complete all as specified and directed

Item No. 112 M&L Brick work using sub class’B’ bricks in CM ( 1:4) straight or curved on plan exc 6 mtr mean radius complete all as specified and directed.

Item No. 113 M&L Cement concrete 1 : 4 : 8 type D2 using 40mm graded crushed stone aggregates incl packing under and haunching against the sides for 150mm internal dia DWCPE (SNP) pipes after they are laid and tested complete all as specified and directed. (thickness of concrete bed 150mm)

Item No. 114 .Supply and laying, DWCPE (SNP) pipes of 150mm internal dia and 180mm external dia incl testing and laid in trenches to a level on concrete bed complete all as specified.

Item No. 115 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 or 3/4 section ) in cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate finished smooth and reforming benching as required for 150/200mm dia pipes complete all as specified and directed.

Item No. 116 S&F Precast plastic fibre reinforced concrete man hole covers "medium duty " of overall size 1000 mm x 500 mm x 75 to 80 mm factary made complete all as specified and directed .

Item No. 117 All as per item No.116 above but for Gully trap cover of size 450x450x50 mm thick complete all as specified and directed.

Item No. 118 M&L for Providing and fixing water tight centering and shuttering including bolting, strutting propping etc. including removal of form work from column, beam etc. complete as per site requirement for micro concreteing all as specified and directed

Item No. 119 M&L Frame work as in door chowkhats with angle iron welded together ends of angle shouldered and fixed to opening and welding 3 Nos mild steel butt hinges, and 6 nos hold fasts made out of FI 25x3 mm 30 cm long for fixing of chowkhats( Butt hinges paid separately) complete all as specified and directed

Item No. 120 M&L for applying a coat of bituminous primer conforming to IS - 3384 @ 0.50 Litres/qm on prepared surfaces of plaster. After drying primer, applying a coat of hot blown bitumen 85/25 grade @ 1.50 Kg/Sqm and applying APP based polymeric membrane with mineral slate finish @ 4.00 Kg/Sqm and minimum 3mm thick reinforced with polyester non woven fabric and sealing joints by torch application complete all as specified and directed. Note : The work will be executed by authorised manufacturers/applicator

Item No. 121 M&L Screed bedding 20mm thick plaster in CM 1:4 on roof finished even and fair using integral water proofing admixtuire.(Note : Supply only water proofing admixture shall be measured and paid separately) complete all as specified and directed .

Item No. 122 Supply only liquid water proofing compound complete all as specified and directed.

Item No. 123 M&L Cement concrete type B1-1:2:4 (using 20 mm graded crushed stone agg) in roof kerbs or mud stop rounded or chamfered on edge etc complete all as specified and directed

Item No. 124 S&F Drappery curtain rods decorative type stainless steel 25mm nominal dia of approved quality including fixing of two number decorative brackets fixed in brick/concrete wall, Two number of latto on both ends of curtain rods ( The length of each curtain rod will be 1.00m to 1.50m long) complete all as directed and specified.

Item No. 125 M&L for complete removal of existing treatment on surfaces of walls/ceilings by scrapping down with mechanical grinder on old walls as per the specification of manufacturers instructions of paints/OBD complete all as specified and directed.

Item No. 126 M&L for preparation of newly plastered or unplastered surfaces of walls complete all as specified and directed.

Item No. 127 All as per item No. 126 above but on ceilings.

Item No. 128 M&L for applying of wall care putty on newly/old plastered walls of 2-3mm thick including preparing the surface with even and smooth complete all as specified and directed. (Note : Wall putty to be procured from manufactures directly)

Item No. 129 M&L for applying one coat of alkali resistent primer on already prepared surfaces of walls complete all as specified and directed.

Item No. 130 M&L Preparation of newly/old plastered surfaces of walls and applying two coats of cement base paint walls/ceilings complete all as specified and directed.

Item No. 131 M&L Preparation of newly/old plastered surfaces of walls and applying two coats of Oil bound distember on walls/ceilings complete all as specified and directed.

Item No. 132 M&L Preparation of newly/old plastered surfaces of walls and applying two coats of white wash on walls complete all as specified and directed.

Item No. 133 M&L Preparation of newly/old plastered surfaces of ceilings and applying two coats of white wash complete all as specified and directed.

Item No. 134 M&L for 110mm dia UPVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.

Item No. 135 M&L for 110mm dia UPVC (SWR) branch piece, single (Double Y) equal or unequal complete all as specifed and directed.

Item No. 136.M&L for 110mm dia UPVC (SWR) couplers complete all as specified and directed

Item No. 137 M&L for 110mm dia UPVC (SWR) WC connector bent type complete all as specified and directed.

Item No. 138 M & L for UPVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed

Item No. 139 M & L 150mm dia Intercepting traps of salt-glazed stoneware, with square ends to inspection arms for building flush into manholes and setting in cement mortar 1:1 complete, including concrete foundation of width and thickness as for pipes of same dia and haunching after setting. Cleaning arm to include a glazed ware stopper, galvanised iron bayonet joint (or other approved pattern) and galvanised iron lever (or trigger), galvanised iron chain, hook and ring complete all as specified and directed

Item No. 140 Taking down carefully without damaging old mild steel railing and refixing in the same or other places as directed by the Engineer-in-Charge including two coats of synthetic enamel paint after complete removal of existing treatment complete all as specified and directed. The rates quoted by the contractor is deemed to including the necessary making good of damaged portion with PCC filling on walls with PCC , 1:2:4 type B1 using (20mm graded aggregate)

Item No. 141 Taking down carefully copper/aluminium point wiring from wooden battan/conduits or from the wall by chasing/cutting (light, fan, socket or power) completely including (fittings such as switches, celling roses, pendants, regulator, sockets etc to be measured separatley) and making good disturbed surfaces of walls, floor etc complete all as specified and directed.

Item No. 142 Taking down old MCCB , TPN DBs , SPN DBs, SP MCB & main switch/ enclosure box of any make and type from the site and making good surface complete all as specified and directed.

Item No. 143 Taking down old submain wiring of any size and type from the wall by cutting/chasing and making good the disturbed surfaces complete all as specified and directed.

Item No. 144 Taking down old unserviceable light fitting of any size and make from the site and making good surface complete all as specified and directed.

Item No. 145 M&L point wiring with PVC insulated FRLS 1100 Volts unsheathed cable 1.5 Sqmm multistranded copper conductor and drawing concealed in wall and including rigid PVC conduit FRLS medium grade ISI marked and provision of terminal box of 1.6 mm thick and 3 mm thick hylam sheet cover including porvision of one run of PVC insulated FRLS 1100 Volts unsheathed 1.5 sqmm stranded copper conductor single core cable as earth wire connected to common earth dolly for the following :

(a) One light/fan/bell point controlled by one way switch

(b) One light point controlled by two, 2- way switch

(c) One 3 pin switch & socket outlet 5 Amps on independent board

(d) One 3 pin socket outlet on the same board with other switches

Item No. 146 All as per item No.145 above but for power point with two runs of insulated stranded copper conductor cable 4 Sqmm single core and one run of PVC insulated FRLS 1100 Volts unsheathed copper conductor 4 Sqmm as earth wire connected to earth dolly complete all as specified and directed.

Item No. 147 M&L for submain wiring with two single core PVC insulated FRLS 1100 Volts unseathed stranded copper conductor cable 6 Sqmm drawing in new PVC concealed/surface conduit and one run of FRLS grade, unsheathed copper conuctor cable of 6 Sqmm size as earthwire connected to earth dolly complete all as specified and directed.

Item No. 148 M&L for submain wiring with two single core PVC insulated FRLS 1100 Volts unseathed stranded copper conductor cable 10 Sqmm drawing in new PVC concealed/surface conduit and one run of FRLS grade, unsheathed copper conuctor cable of 10 Sqmm size as earthwire connected to earth dolly complete all as specified and directed.

Item No. 149 S&F switch piano flush type 5 Amp SP one way complete all as specified and directed.

Item No. 150 S&F switch piano flush type 15 Amp SP one way complete all as specified and directed.

Item No. 151 S&F socket outlet 5 pin 5 Amp flush type complete all as specified and directed.

Item No. 152 S&F socket outlet 2 in 1, 3 pin 5/15 Amps complete all as specified and directed.

Item No. 153 S&F ceiling rose 3 terminal PVC polycorbonate, isolated body complete all as specified and directed.

Item No. 154 S&F electronic fan regulator 5 step 100 watt and connecting complete all as specified and directed.

Item No. 155 S&F bell push, flush type, 5 amp complete all as specified and directed.

Item No. 156 S&F bell ding dong AC, 230 volts, single pole complete all as specified and directed.

Item No. 157 S&F angle Lamp holder with metallic ring, PVC/Polycorbonate type with back plate etc complete all as specified and directed.

Item No. 158 S&F LED bulb 9 watts, ≥900 lumens output, 6500K, suitable for B-22 base complete all as specified and directed.

Item No. 159 M&L for earthing complete with galvanized steel earth plate 600x600x6mm thick buried vertically in ground to depth not less than 2.25 mtr below ground level, with top edge of the plate not less than 1.50 mtr below normal ground level, connected to earth lead GI 4mm dia by means of bolts, nuts, check nuts and washers of galvanized iron and connection to main switch board of panel, including watering pipe GI 20 mm bore medium grade and 15mm bore light grade for earthing lead, wire mess, funnel, salt, charcoal dust, excavation and refilling pit with PCC 1:2:4 type B1(using 20mm dia stone aggregate) reinforced with 6mm dia round bar @ 75mm cement concrete both always with MS handle 12mm dai and frame all as shown in electric plate No 3 of SSR Part I (2009) including testing on completion complete all as specified and directed.

Item No. 160 S&F MCB distribution board SPN 8 way with 100 Amp rated bus bar double door, flushed in wall complete all as specified and directed.

Item No. 161 S&F MCB SPN 40 Amp "C " curve 10KA complete all as specified and directed.

Item No. 162 S&F MCB SP 6 to 32 Amp "C" curve 10KA complete all as specified and directed.

Item No. 163 S&F LED batten luminaire surface mounted, 4 feet system wattage of 18/22 Watts with lifetime of 50000 THD <10%, burning hours with 70% of its initial lumen maintained. CRI>80, Power Factor > 0.95, colour temperature - 6500K, surge protection 2.5KV in CM, IP-20 protected, meets LED IS specifications, Class - 1, Short circuit and over circuit protection, voltage range - 150 to 270 Volts AC, temperature range 0 to 50 DegreeC, system efficacy at luminarie level > 100 Lumens/watt and including connecting up with PVC sheathed 1.5 sqmm 3 core copper conductor flexible wire from ceiling rose to fitting complete all as specified and directed.

Item No. 164 S&F distribution board TPN 4 way load line DBs IP 43-IK 09 With double metal door suitable for provision of MCCB 125 Amp incomer including 200 Amp rated bus bar also including SP 32 Amp outgoing MCBs, 415 Volts fixed complete all as specified and dircted.

Item No. 165 S&F MCCB 125 Amps, 16 KA , 4 Pole complete all as specified and directed.

Item No. 166 S&F LED batten luminaire surface mounted 2 feet system wattage of 9/10 watts and not less than 900 lm system lumen output with life time of 50000 burning hours with 70% of its initial lumen maintained. CRI > 80, power factor > 0.95, THD <10%, color temperature > 6500 K , surge protection 2.5 KV in CM IP- 20 protected meets LED IS specifications, short circuit and over circuit protection, voltage range - 150 to 270 volts AC, temperature range 0 to 50 Degree C, and including connecting up with PVC sheathed 1.5 sqmm 3 core copper conductor flexible wire complete all as specified and directed.

Item No. 167 M&L in replacement Decorative wall mounting CITY-1 Decorative wall light fixture made up Polycarbonate, including 14W retrofit LED BULB (B-22 base) complete all as specified and directed. (Note 1 : Price of LED bulb included with City -1 fitting)

Item No. 168 S&F Web based single phase (AMR type) 10-60 amps, electric energy meter with LCD display with optical port, base mounting accuracy class 1.0 having provision of manual/automatic meter reading display capability complete all as specified and directed.

Item No. 169 S&F 10 watts LED bulkhead fitting with powder coated die cast aluminium housing with glass/ non yellowing polycarbonate cover, IP65 Protection, System level efficacy of the Luminary is > 90 lm/W with a life class of 50,000 burning hours at L70 criteria, Power Factor >0.95, driver with Voltage range 150-270V, Temperature range 0 to 50 Deg, Driver efficiency >85%, THD<10%, CRI>80, Colour Temperature-6500K, surge protector of 4.0 KV including connecting up with necessary PVC sheathed 3 core 1.5 sqmm copper flexible wire complete all as specified and directed.

Item No. 170 S&F steel sheet MCCB enclosure box suitable for mounting 160 A, 4 pole, 16KA MCCB completely connected with copper thimble and with all accessories fixed on wall complete all as specified and directed.

Item No. 171 S&F switch piano flush type 5 Amp SP two way complete all as specified and as directed.

Item No. 172 S&F metallic exhaust fan AC single phase 230/240 V of size 300 mm sweep 1350 RPM with louvre and connecting up with provision of making connection with suitable size three core flexible, copper cable pvc insulated of suitable length and marking of fan no with black paint complete all as specified and directed.

Item No. 173 M&L for breaking the old existing wall and making provn of a round hole for fixing 300 mm sweep exhaust fan including making good to the disturbed wall/portion and matching with existing colour all as specified and directed.

Item No. 174 S&F wall mounted steel enclosure size of 35cmx40cmx14cm (LxWxH) for housing electric meter made ut of 1.6mm CRCA sheet duly powder coated having front opening for meter inspection post with transparent sheet complete fixed to wall semi recessed in wall complete all as specified annd directed. (Note : Sample box to be produced for approval prior to commencement of work)

Item No. 175 S&F in repair sheet metal enclosure single pole and neutral with a two pin earth plug and socket complete with a MCB SP 10 Amp 220 volts, 50 HZ, 10KA breaking capacity, including fixing completely in wall with suitable sand and cement, complete all as specified and directed.

Item No. 176 S&F pressure dia cast aluminium housng LED street light luminaires with IP66 deg of protection suitable for 30 watt LED fitting duly fixed with 40mm GI pipe light grade ,bracket including 50x6 mm thick MS flat with suitable size of fastner including kaing connection flexible copper conductor cable from ceiling rose to fitting complete all as specified directed.

Item No. 177 S&F ceiling fans AC single phase 230/240 V of size 1200 mm sweep including making connection with three core flexible, copper cable pvc insulated of suitable length and marking of fan no with black paint complete all as specified and directed.

Item No. 178 S&F Geyser 25 Ltrs, vertical mount, 5 star rated, glass line coated tank with adjustable thermostat, suitable for 230 volt, 2kw, 50 hz electric supply complete all as specified and directed.

Item No. 179 M&L for sub main wiring with two single core FRLS stranded copper conductor cable 1100 volts grade of size 4.0 sqmm and one single core FRLS stranded copper conductor cable 4 sqmm for earth wire in and including medium grade PVC concealed conduit with all fittings complete all as specified and directed.

STRUCTURAL REPAIR ITEMS OF BUILDINGS

Item No. 180 M&L for Preventive treatment against the danger of carbonation in exposed faces of RCC members :- (i) Cleaning existing surfaces of RCC members and making surface free of loose material, oil, grease etc. by vigorous wire brushing including light grit blasting where necessary as directed by Engr-in-charge. (ii) Further, cleaning using biocide(as recommended by manufacturer) to ensure that surface is free of algae and fungus and no trace of paint (any type) left out. Sand blasting to be done to remove trace of paint. (iii) Cleaned surface to be allowed to dry. (iv) Spray a coat of primer (as recommended by manufacturer) over dry cleaned surface as required prior to final finish. Primer shall be diluted in proposition 2:1 with mineral turpentine. After application, primer shall be allowed to dry for 03 hours or as directed. (v) Apply a coat of neat Aliphatic Acrylic anti-carbonation (ACC) over the primed surface with air / spray gun at nominal rate of 3.5 ltrs per sqm as recommended by manufacturer. (vi) Apply a more coat of Aliphatic Acrylic anti-carbonation (ACC) after 5-6 hours as recommended by manufacturer complete all as specified and directed.

Item No. 181 M&L for followings :- (i) Removing plaster & finishes all around the coloumns, slabs & beams (on all four sidescription of column to full height , three sidescription of beam to entire span & bottom of slab to area as directed) (ii) After cleaning gently removing cover concrete using pneumatic/electric chipper or any other approved tool in entire portion of structural member (removal of cover concrete shall be done to an extent when reinforcement is visible) (iii) Removal of cover concrete with under cutting of up to a depth of 20mm beyond reinforcement around full circumference & full length of bar where directed. (concrete shall be stripped to an extent concrete substrate is exposed) (iv) Cleaning exposed concrete substrate by using water jet. (v) Supply and apply of rust removing chemical to remove rust from reinforcement of approved makes as approved by GE (The Engr-in-charge may order sand blasting if rust is approved) (vi) Any other work as directed by Engr-in-charge to present clean surface for determination of type of repair to be carried out complete all as specified and directed. Note : The mode of measurement for the above items shall be the entire net area of the RCC slabs, Beam and columns etc.

Item No. 182 M&L for providing rust proof /anti corrosive treatment to bars :- (i) cleaning of all exposed bars (new & old) alround (ii) Apply a single coat of Alkaline rust converting primer on alround bars new & old as recommended by the manufactuer (iii) Apply two coats of Epoxy phenolic anti corrosive protective coat on bars alround new & old as recommended by the manufactuer. Note : Anti corrosive treatment shall be continuous espcially in the regions where pitting, imperfections, etc were present on the surface of the bars. It is important that the rear portions of re bars (those towards the concrete substrate) should not be left without coating. (ii) The mode of measurement for the above items shall be the entire net area of the RCC slabs, Beam and columns etc.

Item No.183 M&L for providing PMM (Polymer modified cementitious mortar) :- (i) Dry sub strate surface and free of debris & dust (ii) Applying Epoxy bond coat on the sound substrate using approved spray machine & ensuring that no pin holes are visible.(In case pin holes are still visible after a coat, a second coat shall be applied to ensure absence of pin holes). (iii) Immediately after application of epoxy bond coat as above apply PMM (Polymer modified cementitious mortar) of 25 mm thickness. Note : Application of PMM shall be preferably be in coats of appx 10mm thickness. PMM work shall be executed in fairely rapid successions so as entire work is completed with in 30 mins). PMM shall be pre packed ready to use. (iv) PMM surface to be moist cured for three days followed by air curing in temperature as recommended by manufactuer complete all as specified and directed.

Item No. 184 M&L for treatement of cracks found in the core concrete :- (i) Opening of crack by making a ' V' notch/groove of size 12mm x 12mm over the entire length of the crack as identified by the Engr-in-charge. (ii) cleaning ' v' notch/groove of all dust/debris/loose material (iii) Drilling hole of 16mm dia and about 40mm deep along the length of crack @ (300 mm c/c or thickness of structural member whichever is less) Note : In case length of crack is found less than 300 mm then min 2 holes shall be drilled. (iv) Inserting 12 mm dia flexible PVC one way injection nipple in the hole drilled above and fixing the nipple with the help of fast setting epoxy putty. (v) seal the surface around the nipple and the area of crack between successive nipples polymer modified mortar to ensure that there is no leakage from any gap. (vi) Allow the polymer modified mortar to cure for 24 hours and ensure that firmly fixed in postion. (vii) cleaning nipple one by one commencing from the top to bottom in case of column and one by one in alternate direction incase of beam/slab using blow compressed air followed by water injection. It is to be ensured that there is no obstruction in free flow of grouting materials complete all as specified and directed.

(viii) Injecting " resin with very low viscosity monomer by mixing resin and hardener in proportions recommended by manufacturer by using injection gun equipped with pressure gauge & valves for controlling of flow of compressed air & resin. Note : pressure shall be in the range of 1-2 kg/sqm and shall be done in nipples one by one as per order recommended by manufacturer. Mixing of resin and hardenere shall be mixed in small quantities so as it is consumed with in 30 minutes. Before use mixer shall be stirred thoroughly. (ix) Allow entire effected surface to cure for 24 hours. (x) cutting out projected parts of the nipple & seal the hole in the nipple with epoxy putty as recommended by manufacturer. (xi) cleaning exposed surface of substrate off any dust /loose material after ageing of the grout as recommended by manufactuer.

Item No. 185 M&L for treatement of core concrete when found to be porous/honeycombed :- (i) Marking the area in marker as directed by the Engr-in-charge. (ii) Drilling holes of 16mm dia in an orthogonal grid on exposed cone of member @ 150 mm c/c both way, depth of the hole shall be about 60% of the element thickness. (iii) clean the drill hole using compressed air removing the dust/dirt. (iv) Inserting 12 mm dia flexible PVC one way injection nipple in the hole with the annular space around the nipple sealed with epoxy putty. It shall be ensured that the injected grount does not leak. (v) Allow the nipple to cure for 24 hours. (vi) Injecting " Resin with very low viscosity monomer by mixing resin and hardener in proportions recommended by manufacturer by using injection gun equipped with pressure gauge & valves for controlling of flow of compressed air & resin. Note : Pressure shall be in the range of 2-3 kg/sqm and shall be done in nipples one by one as per order recommended by manufacturer. Mixing of resin and hardener shall be mixed in small quantities so as it is consumed with in 30 minutes. Before use mixer shall be stirred thoroughly.

(vii) Allow entire effected surface to cure for 24 hours. (viii) cutting out projected parts of the nipple & seal the hole in the nipple with epoxy putty as recommended by manufacturer. (ix) cleaning exposed surface of substrate off any dust /loose material after ageing of the grout as recommended by manufactuer.

Item No. 186 Supply & fixing 12mm dia steel sheer connector in grid pattern in between old core and new concrete as wherever directed by Engr-in-charge and as specifed by manufactuer including drilling hole of depth of 100 mm and chemical anchoring with pure epoxy resin anchoring mortar (The cost of drilling hole &chemical anchoring with epoxy resin is inclueded in this item) complete all as specified and directed.

Item No. 187 M&L for Providing & Pouring Micro concreting M-40 grade :- (i) Dry concrete substrate surface and free of debris & dust (ii) Applying Epoxy bond coat on the sound concrete substrate using approved spray machine & ensuring that no pin holes are visible. (In case pin holes are still visible after a coat, a second coat shall be applied to ensure absence of pin holes). (iii) Immediately after application of epoxy bond coat as above pour Micro concreting M40 grade, using approved mixing machines/pumping under pressure via approved pneumatic pump at the locations to be repaired in RCC beams & columns etc,. Adding of aggregates will be permitted only as per manufacturer’s recommendation without compromising the strength. The rate shall include cost of all materials (except re-bar) labour charges for mixing, pouring concrete, cost of tools, lead & lift of materials, transportation etc., to carry out the complete work complete all as specified and directed. Note : The cost of micro concrete M-40 grade & Epoxy bond coat is inclueded in this item.

Item No. 188 M&L for Drilling & chemical anchoring of new rebars/stirrups :- (i) Drilling in to the sound RCC members for anchoring of rebars/stirrups as directed, the dia of hole to be match with dia of rebar & length of drilling as under :- 8 mm dia bar - drilling length 80 to 100 mm Note : Anchoring of new re-bars of any dia as directed in to the sound RCC members as directed using pure epoxy resin anchoring mortar with appropriate diameter of drilling of holes as mentioned above for proper bonding into the concrete etc complete. (The cost of drilling hole & chemical anchoring with epoxy resin is inclueded in this item)

Item No. 189 M&L for Drilling & chemical anchoring of new rebars/stirrups :- (i) Drilling in to the sound RCC members for anchoring of rebars/stirrups as directed, the dia of hole to be match with dia of rebar & length of drilling as under :- 16 & 20 mm dia bar - drilling length 160 to 180 mm Note : Anchoring of new re-bars of any dia as directed in to the sound RCC members as directed using pure epoxy resin anchoring mortar with appropriate diameter of drilling of holes as mentioned above for proper bonding into the concrete complete all as sspeified and directed. (The cost of drilling hole & chemical anchoring with epoxy resin is inclueded in this item)

Item No. 190 M&L for use & waste of form work using steel sheets , steel bracing, propping etc around structural members where micro concreting to be done and keeping form work in position till required specified period complete all as specified and directed. Note : Form work shall be 100% leak proof. For purpose of payment area in touch with concrete shall be measured.

Item No. 191 S&F for stengthening existing reinforcement by use of mild steel bars of any dia , cut to length, bent to shape required, including cranking, bending spirally 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.

Item No. 192 M&L for chipping of spalled and loose concrete and cleaning rust from re-inforcement by sand brushing scrubing down concrete surfaces with wire brushes cleaning with water allowed to dry applying a layer of zinc rich epoxy primer as antirust on all exposed reinforcement followed by a layer of bonding coat of a layer of epoxy adehessive on complete exposed surfaces of concrete and provide guniting in two layers over steel welded mesh 2 mm dia of wire and total aperture 75 mm, thickness of gunite n.exc 25 mm thick (average thickness) using cement mortar 1 :3 with OPC 43 grade cement mixed with polycrete admixture @ 2 % by wight of cement or as per manufactures instructions and finally applying cement plaster over gunite surfaces of required thickness to give an even uniform and smooth finish conforming to proper Geometrics in cement mortar 1:4 to match with the existing surface as in side and soffits of slabs,chajjas,fins,facias ,parapets ,columns and beams etc complete including necessary scaffolding ,shuttering necessary chased to brick work or RCC members at any height upto four storey buildings incl removing of small trees shrubs etc all as specified(Note: steel welded mesh to be welded with the existing reinforcement. The cost of welded meshis to be welded with the existing re-inforcement is deemed to be included in the quoted rate complete all as specified and directed.

Item No. 193 M&L for providing & injecting chemical for post construction ATT along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 liters per linear metre including drilling and plugging holes etc in a portion with cement mortar 1:2 to match the existing apron complete all as specified and directed.

Item No. 194M&L for the post construction anti termite treatment at points of contract of wood work by chemical emulsion (in oil or kerosene based solution) @ 0.5 litre/hole by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre and sealing the same complete all as specified and directed.

Item No. 195 M&L for the post construction anti termite treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2(1 cement 2 coarse sand) to match the existing floor sall complete all as specified and directed.

Item No. 196 S&F in repair CP connection pipe of 15mmx450mm size with 2 No brasses check nuts with western complete all as specified and directed.

Item No. 197 Cutting shrubs wild growth, plants not exceeding 30cm girth grown on permanent structures and removing the same growth right from roots and stopping the recurrence by injecting herbicide Glyphosphate 4+ solution (04% concentrate) into plant root to eliminate further growth. Application shall be as per manufactureres instructions. The disturbed portion repaired with PCC 1:2:4 type B0 mix and surface finished even and smooth in CM 1:4 incl applying two coats of cement base paint or as per the existing treatment shade or finish. Likely minimum number of plants/shrubs in each building is not less than 50. Work in high rise building upto G+3 storyes complete all as specified and directed.

imran construction company

M/s Puja Construction Company

India Guniting Corporation

n s kumar and sons

DABAS CONSTRUCTION COMPANY

Siya constructions