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| 1 | Taking down cement plaster on brick walls or stone walls any descrition etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. |
| 2 | M&L for rendering 10mm thick cement plaster on other than fair faces of brick work or concrete surfaces in cement mortar (1:6) finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 3 | M&L for 15mm thick cement plaster in cement mortar (1:4) on bricks surfaces finishing the surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for rendering 5mm thick cement plaster on fair faces of concrete surfaces of ceiling in cement mortar (1:3) finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for complete removal of existing treatment complete all as specified and directed by Engineer-in-Charge. |
| 6 | M&L for three coats of white wash on newly plastered surface of walls including preparation of surfaces complete all as specified and directed by Engineer-in-Charge. |
| 7 | M&L for three coats of white wash on newly plastered surface of ceiling including preparation of surfaces complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L for distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification. Two or more coats on new work complete all as specified and directed by Engineer-in-Charge. |
| 9 | M&L for one coat of distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification on old surfaces of walls including prepration of surfaces complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L for two coats of white wash on old plastered surface of walls including preparation of surfaces complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004 for Camoflauge/Normal Pattern for both, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces or compelely removed surface complete all as specified and directed by Engineer-in-Charge. |
| 12 | M&L for glazed ceramic tiles coloured, (first quality), of size 300x450mm x7mm thick on vertical surfaces such as skirting dados and risers to walls etc, joint free/joint less, set and jointed in neat cement slurry and pointed in white or coloured cement to match the surfaces over and including 10 mm thick rendering in cement mortar 1:3 including taking down existing tiles complete all as specified and directed by Engineer-in-Charge. |
| 13 | M&L for non-skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tile exc 0.11 sqm but not exc 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or Coloured cement to match over and including 15 mm thick cement screed bed in cement mortar (1:4) including taking down existing tiles complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L for providing 25 mm thick PCC 1:2:4, type B-0 (using 12.5 mm graded crushed stone aggregate) as in sub base of tiled flooring andfinishing fair and even to receive tiles complete all as specified and directed by Engineer-in-Charge. |
| 15 | Demolition on of existing roof treatment of APP/mudphuska including removing the salvage from the work site complete all as specified and directed by Engineer-in-Charge and Follow Instructions-(i) M&L for Screed bed or bedding layer of mortar 15 mm thickin cement mortar 1:4 for laying floor finishes complete all as specified and directed by Engineer-in-Charge.(ii) Cleaning the surface and made free of dirt, foreign particles, laitance and supplying and applying High build elastomeric waterproofing coating based on pure, hydrophobic polyurethane, cold applied of spray / brush applied, membrane with an elongation of 280% and tensile strength of 2.7 N/mm2 as per ASTM D 2370, crack bridging ability of 3mm, no leakage upto 5 bars of water pressure as per DIN 1048, min 88 % solid content. The system includes final base preparation, epoxy primer 1:1(Resin:hardner) application with 100 % water dilutionand Pure polyurethane application in 2 coats with a total min consumption of 1.25 Kg per SQM. Application should be done by a company authorised applicatorcomplete all as specified and directed by Engineer-in-Charge. |
| 16 | Dismantling plain or corrugated asbestos/CGI sheeting, any gauge thickness, including nainital or similar pattern roof covering, complete all as specified and directed by Engineer-in-Charge. |
| 17 | S&F forpre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in sunshades, roof covering, cladding to wall etc fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge. |
| 18 | S&F forpre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall and as in ridge etcfixed with self-tapping screwscomplete all as specified and directed by Engineer-in-Charge. |
| 19 | Dismantling timber scantlings 40 sqcm and over in section, in any position as in wooden trusses in framed work of any descriptioncomplete all as specified and directed by Engineer-in-Charge. |
| 20 | S&F rolled hollow section as in main and cross beams, hip and jack rafters; purlins where connected to a common rafters and rails and guides for sliding doors and supports to roof covering, sun-shades,vertical poles etc fixed with angle cleats or other connecting plates Fe-410-W(Gde-E-250) quality Bcomplete all as specified and directed by Engineer-in-Charge. |
| 21 | S&F in repair 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, railings, framework of water tanks, framed and hung as in steel gates including pintle hinges, stops,hand-made sliding bolts etc and similar work conforming to Fe.290.Gde-E-165,ornamental and intricate designcomplete all as specified and directed by Engineer-in-Charge. |
| 22 | Excavation in post hole for similar hole each not exc 0.50 cum getting out returning filling in and ramming earth or broken rubbel mixed with earth around in layer not exc 25 cm any type of soilcomplete all as specified and directed by Engineer-in-Charge. |
| 23 | Demolitin of brick work built in cement mortar including all quions, arches, pillars etc but excluding ashlar facings dressed stonework and pre cast concrete articlescomplete all as specified and directed by Engineer-in-Charge. |
| 24 | M&L for brick work with sub class \"B\" bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6complete all as specified and directed by Engineer-in-Charge. |
| 25 | All as per item No 24 but except bricks complete all as specified and directed by Engineer-in-Charge. |
| 26 | Demolition of cement concrete (un-reinforced) in ground floor and paving not exc 15 cm thick (below or above ground level) complete all as specified and directed by Engineer-in-Charge. |
| 27 | Dismantling wall and ceiling boards or insulation boards any thickness, any description including cover filletscomplete all as specified and directed by Engineer-in-Charge. |
| 28 | S&F forsuspended false ceiling system using chicago metallic (E grid) exposed supended system, grid section size 600mm X 600mm comprising of GI powder coated Main Runner of dimensions 39 mm X 24mm X 0.8mm (thickness comprising of GI/0.4+ PPPCGS/0.3mm & weight of runner 1.35 kg for 3600mm length) Cross Tee of dimensions 29mm X24mmX0.8mm thick and wall angle 22.2mmX22.2mmX 0.65 mm thick ( thickness comprising of GI/0.35+ PPPCGS/0.3mm & weight of angle0.70 kg for 3050mm length)with and including 4mm thick HPSC(High pressure steam cured) pre-primed, self embossed textured designer board, water resistant termite resistant, fire resistant for insulation to be placed in the grid system duly suspended with 4mm dia GI bar hangers fixed purlins of the roof with butterfly clips (Wt-0.007 Kg/clip) hold down clips (Wt-0.0035 Kg/clip)complete all as specified and directed by Engineer-in-Charge. |
| 29 | Taking down chowkhats of frames exc 1.5 Sqm and not exc 4 Sqm (without taking off shutters from the frames)complete all as specified and directed by Engineer-in-Charge. |
| 30 | Taking down chowkhats of frames not exc 1.5 Sqm (without taking off shutters from the frames)complete all as specified and directed by Engineer-in-Charge. |
| 31 | Taking down shutters exc 1 Sqm but not exc 2 sqmcomplete all as specified and directed by Engineer-in-Charge. |
| 32 | S&F Steel window/ventilator factory made, made out of mild steel box type and shutter suitable for double shutter i.e. Glazed and gauged shutter. Glazed shutter made out of hollow section with sash bar and gauged shutter made out of hollow section without sash bar including hinges, tower bolt, handle, grill10 mm sq bar includingtwo coat of synthetic enamel paint overonecoat of red oxide primer, tarred hold fasts, PCC bed blocks for fixing hold fast, includingplain/figured glass 3mm thick and stainless steel wire cloth 0.36mm nominal dia of wire & average width of aperture 1.18mm & fixed with stainless steel wire staples etc complete all as per details shown in drawing No CEPZ/C-TD/032/13 sheet No 1/2 & 2/2including taking down existing spoiled and unserviceablewindows/ventilators of any type (wooden/steel) complete all as specified and directed by Engineer-in-Charge. |
| 33 | S&F for pressed steel frame made out of MS sheet 1.25mm thick of size 105x60 mm for doors/windows with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc complete all as specified and directed by Engineer-in-Charge. |
| 34 | S&F for pressed steel frame made out of MS sheet 1.25mm thick of size 125x60 mm for doors/windows with one or more rebates including necessary fixing lugs, hinges, lock strike plate etccomplete all as specified and directed by Engineer-in-Charge. |
| 35 | M&L for PCC (1:3:6) type C-1 (using 20mm graded crushed stone aggregate) as in back filling of chowkhatcomplete all as specified and directed by Engineer-in-Charge. |
| 36 | S&F for 35mm thick factory made plain framed panelled shutters of 2nd class hard wood two panel with lock rail and panel of 9mm thick BWP commercial ply.The size of rail and stile as per IS-1003 (Part-I) Kiln seasoned and chemically pressure treated factory made shutters wood is to be incorporatedcomplete all as specified and directed by Engineer-in-Charge. |
| 37 | S&F for 30mm thick second class hardwood glazed and Skelton factory made door shutters, open rebated and prepared to receive glass/gauze etc divided into squares with plain, chamfered or rounded mitered and rebated sash bars, edges of framing plain, chamfered, fitting with cut and rebated beads for securing glass/ gauge complete all as specified in SSR Pt I-2009 section 8 clause 8.24 (a)complete all as specified and directed by Engineer-in-Charge. |
| 38 | S&F for 30mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sidescomplete all as specified and directed by Engineer-in-Charge. |
| 39 | S&F for galvanised mild steel wire cloth, 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with rails complete all as specified and directed by Engineer-in-Charge. |
| 40 | S&F PVC solid factory made door frame of size 50 mm x 47 mm made out of 5 mm thick plain colour PVC sheet reinforced with MS Square tube, supplying & fixing in opening, as per specification and drawing complete all as specified and directed by Engineer-in-Charge. |
| 41 | S&F Factory made solid panel PVC door shutter 24 to 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails, MS frame shall be covered with heat moulded both side prelam PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and both side prelam PVC sheet for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of both side prelam PVC sheet to be fitted in the MS frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement as per specification & drawingcomplete all as specified and directed by Engineer-in-Charge. |
| 42 | S&F mild steel butt hinges medium weight, cold rolled mild steel 100 mm fixed to steel/wooden shutterscomplete all as specified and directed by Engineer-in-Charge. |
| 43 | S&F in repair mild steel barrel tower bolts 150 mm size, stove enamelled black, with bright bolt complete all as specified and directed by Engineer-in-Charge. |
| 44 | S&F for mild steel pressed handles 150 mm size stove enamelled blackcomplete all as specified and directed by Engineer-in-Charge. |
| 45 | S&F in repair mild steel sliding door bolts \"bolt type\" 250 mm size stove enamelled black with and including 6 nuts and boltscomplete all as specified and directed by Engineer-in-Charge. |
| 46 | S&F in repair Plain fillets 2nd Class hardwood not exc 3 sqcm, square, rectangular or triangular in section, chamfered or rounded on one edge or face, secured with nails and fixed complete all as specified and directed. |
| 47 | S&F in repair cast iron body hydraulic door closers universal type designation No 3 suitable for door shutters of 851 to 1000 mm widecomplete all as specified and directed by Engineer-in-Charge. |
| 48 | S&F in repair 150mm dia floor door stopper of aluminum alloy body and tongue, anodised, with hard drawn steel spring, fixed in floorcomplete all as specified and directed by Engineer-in-Charge. |
| 49 | S&F in repair mild steel rat tail pattern/ helical doors spring 150 to 200 mm, ordinary springs including roller and roller plate complete all as specified and directed by Engineer-in-Charge. |
| 50 | M&L for preparation of wood or wood based surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamelpaint complete all as specified and directed by Engineer-in-Charge. |
| 51 | Demolition of cement concrete or lime concrete (unreinforced) in ground floors and Paving not exc 15 cm thick (below or above ground level) and removing the debris outside from defence landcomplete all as specified and directed by Engineer-in-Charge. |
| 52 | M&L for 40 mm thick cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) finished even and smooth without using extra cement as in flooring complete all as specified and directed by Engineer-in-Charge. |
| 53 | M&L for cement concrete 1:3:6, type C-1 (using 20mm graded crushed stone aggregate) as in plinth protection and paving 75mm thick laid in slope finished even and fair including making joints at every 2.5 m and at corner filled with bitumen 85/25 and sand in ratio 1:2 by weightcomplete all as specified and directed by Engineer-in-Charge. |
| 54 | M&L for 75mm thick cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in sub basecomplete all as specified and directed by Engineer-in-Charge. |
| 55 | M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in coping/ benching, roof kerb etc including necessary formwork/ mouldscomplete all as specified and directed by Engineer-in-Charge. |
| 56 | M&L for grinding with machine grinder of granite stone /terrazzo topping with marble aggregate/marble Stone slab / kota slab etc. as in old floor, wall, cooking platform, shelf etc & polishingcomplete all as specified and directed by Engineer-in-Charge. |
| 57 | M&L for machine cut kota stone slab flooring 20-25mm thick (not less than size (550mmx550mm) over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete over screed bed or bedding layer 20 mm thick in cement mortar 1:4,complete all as specified and directed by Engineer-in-Charge. |
| 58 | M&L for machine kota stone slab 16mm thick in riser of steps, skirting, dado and pillar laid over backing coat 10mm thick in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishingcomplete all as specified and directed by Engineer-in-Charge. |
| 59 | M&L for providing and laying 60mm thick factorymade chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & patternover and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sandcomplete all as specified and directed by Engineer-in-Charge. |
| 60 | M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge. |
| 61 | Dismantling mild steel work in fencing posts and sturts complete all as specified and directed by Engineer-in-Charge. |
| 62 | S&F for mild steel angle iron in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0complete all as specified and directed by Engineer-in-Charge. |
| 63 | S&F for preparation of new surfaces of steel of any description not other wise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primercomplete all as specified and directed by Engineer-in-Charge. |
| 64 | S&F in repair galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. (each line wire to be measured)complete all as specified and directed by Engineer-in-Charge. |
| 65 | All as per item No 64 but resecuring and restraining only |
| 66 | S&F in repair chain link fencing having 4 mm dia galvanised wire and mesh size not more than 100mm x 100mmcomplete all as specified and directed by Engineer-in-Charge. |
| 67 | S&F rotational moulded polyethiene water storage tanks (three layer) of capacity 500 litres, (cylindrical vertical with closed top) hoisted and fixed in position including 20mm ball Ball valves high pressure of PTMT with epoxy coated Aluminum rod & high-density plastic ball including necessary GI fittings, inlet/outlet washout, overflow pieces long nipples, checknuts & washer etc complete including dismantling existing water tankcomplete all as specified and directed by Engineer-in-Charge. |
| 68 | Taking up or down 15mm bore steel water tubing and connections including cleaning for refixing or removal to storecomplete all as specified and directed by Engineer-in-Charge. |
| 69 | S&F in repair 15mm bore tubes medium grade galvanized ISI marked with all fittings short pieces and fixed complete to walls, floor, ceiling etccomplete all as specified and directed by Engineer-in-Charge. |
| 70 | S&F in repair angular stop cock 15mm bore pipe, CP cast copper alloycomplete all as specified and directed by Engineer-in-Charge. |
| 71 | S&F in repair bib taps for 15 mm bore pipe, cast copper alloychromium plated complete all as specified and directed by Engineer-in-Charge. |
| 72 | S&F in repairPVC flushing cistern 10 ltr capacity including PVC connection inlet and and outletconnections,brackets, PVC flush pipe with bend 32 mm dia of suitable length including making necessary connections to water supply pipe line and jointing to WCcomplete all as specified and directed by Engineer-in-Charge. |
| 73 | S&F in repair vitreous china ware Orissa pattern white water closet of size 580x440mm with integral foot rest including PVC (SWR) \"P\" trap front or back inletand connection to pipes (excluding flushing cistern but incl flushing pipe 32mm dia MS chromium platedcomplete all as specified and directed by Engineer-in-Charge. |
| 74 | S&F PVC connections 15mm size with PTMT nuts of length 450mmcomplete all as specified and directed by Engineer-in-Charge. |
| 75 | S&F in repair ball valve high pressureof PTMT with epoxy coated aluminum rod & high density plastic ball screwed for 20mm bore iron pipe and fixed (minimum weight 20mm -210 gms)complete all as specified and directed by Engineer-in-Charge. |
| 76 | S&F in repair vitreous china wash basin, white flat back, size 550 x 400 mm including waste coupling , brackets and cutting for and pinning in ends of brackets or errecting stand and 32 mm dia waste pipecomplete all as specified and directed by Engineer-in-Charge. |
| 77 | Supply only pillar tap 15 mm bore chromium plated screwed down, high pressure screwed for iron pipecomplete all as specified and directed by Engineer-in-Charge. |
| 78 | Demolition and breaking up drain pipes (salt glazed ware orAC or reinforced concrete) 150 mm set in cement mortar complete all as specified and directed by Engineer-in-Charge. |
| 79 | S&F salt glazed stone waredrain pipes150mm dia laidintrenches and jointed complete all as specified and directed by Engineer-in-Charge. |
| 80 | M&L for cement concrete(1:3:6)type C-2 to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 150 mm diabore of pipecomplete all as specified and directed by Engineer-in-Charge. |
| 81 | M&L for cement concrete in surface channels and drains in cement concrete 1:3:6 type C-1 (using 20 mm crushed stone graded aggregate) finised even and smooth using extra cementcomplete all as specified and directed by Engineer-in-Charge. |
| 82 | Cutting into existing manholes for connecting new drain, making good to pipe, rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for pipe for internal dia 150 mm complete all as specifiedand directed by Engineer-in-Charge. |
| 83 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concretecomplete all as specified and directed by Engineer-in-Charge. |
