REPAIRS TO RCC STRUCTURE AND ASSOCIATED WORKS, ROOFS, FALSE CEILING AND WPT, FLOORING, TILING, SUNKEN FLOOR TREATMENT, PLINTH PROTECTION, WELCOME MAINT, PERIODICAL SERVICES AND CERTAIN MAINT WORKS IN CERTAIN BLDGS AT AFS MADH ISLAND UNDER GE AF THANE

Amount

Removing existing water proofing treatment what so ever exist (except concret padding), and removing debris/rubbish materials off the site ,complete all as specified and directed by Engineer-in-Charge.

Demolition or unrienforced cement concrete of any description and in any position not otherwise specifically provided for , and removing rubbish outside MOD ,complete all as specified and directed by Engineer-in-Charge.

Material and labour for Plain Cement concrete (PCC) padding in cement concrete (1:2:4), type BO (using 12.5 mm graded stone aggregate) finished even and smooth without using extra cement ,complete all as specified and directed by Engineer-in-Charge.

M&L for roughening surfaces of old concrete floor by picking, sweeping clan and washing down with water to remove dust & brushing neat cement slurry with 3Kgs of cement per sqm etc ,complete all as specified and directed by Engineer-in-Charge.

M & L for 15mm thick screed bed or bedding layer in cement mortar 1:4 over RCC slab horizontal or vertical portion for laying water profing treatment ,complete all as specified and directed by Engineer-in-Charge.

M&L for APP modified roof treatment over existing RCC roof with following (a) Applying bitumen primer @ 0.4 liters/ Sqm with density of 0.87 to 0.89 kg/ liters at 25 degree C on the prepared dry roof surface. (b) Laying Minimum 3mm thick APP membrane weight not less than 3.50 kg/sqm by torch application with minimum 10 cm side lap and 15 cm end lap. The laying of membrane shall be got done through an authorised applicator of manufacturer of APP membrane. (c) Over the membrane provide a solar reflective bituminous aluminium paint @ 0.1 kg/ sqm prescribed by manufacurer complete all as specified & directed by Engr-in-Charge.

Taking down cement plaster on brick/stone or concrete surface including racking racking out joints, hacking for key, scrubbing down with water to receive plaster, including removing debris/rubbish materials off the site all as specified.

M&L for cement plaster in CM 1:6, 10mm thick as in walls and finished even & smooth using thin coat of sagol ,complete all as specified and directed by Engineer-in-Charge. .

M&L for cement plaster in CM 1:3, 5mm thick as in ceiling and finished even & smooth using thin coat of sagol ,complete all as specified and directed by Engineer-in-Charge..

M&L preparing newly plastered surfaces ,and applying 2 coats of Oil Bound Distemper over a coat of alkali resistent primer Over 1 mm thick wall care putty on wallscomplete all as specified and directed by Engineer-in-Charge.

M/L for preparation of newly plastered surfaces of ceiling and applying 3 coats of white wash ,complete all as specified and directed by Engineer-in-Charge..

Taking up or down steel water tubing and connections including fitting/fixtures etc for 15 mm bore ,complete all as specified and directed by Engineer-in-Charge.

All as per item No 12.00 here-in-before but for 20mm bore ,complete all as specified and directed by Engineer-in-Charge.

Supply and fix galvanised iron steel water tubing, medium grade (ISI) of size 15 mm bore including all fittings, fixed to wall ceiling or laid in floor ,complete all as specified and directed by Engineer-in-Charge.

All as per item No 14.00 here-in-before but for 20mm bore ,complete all as specified and directed by Engineer-in-Charge.

Disconnecting existing tanks exc 250 & n.exc 500 ltrs tank , setting aside ( or lowering if required) for repairs , cleaning etc and hoisting if required reconnecting and refixing in position.

Disconnecting existing tanks exc 500 & n.exc 1000ltrs tank , setting aside ( or lowering if required) for repairs , cleaning etc and hoisting if required reconnecting and refixing in position ,complete all as specified and directed by Engineer-in-Charge.

S&F in repairs ball brass valve 20mm bore,high pressure with polythene float and fly nut screwed for iron pipe or brass ferrule ,complete all as specified and directed by Engineer-in-Charge.

Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings ,complete all as specified and directed by Engineer-in-Charge.

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 ,complete all as specified and directed by Engineer-in-Charge.

S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 1.00mm thick of any colour having tensile strength of 550 pa as in roof covering/cladding to wall, fixed with self tapping screws ,complete all as specified and directed by Engineer-in-Charge.

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

S&F rolled tubular sections with ERW or induction butt weld MS tube black conforming to IS 1161-1979 grade St 240 as in main and cross beams, hip and jack rafters, purlins where connected to commo rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates ,complete all as specified and directed by Engineer-in-Charge.

S& F mild steel confirming to FE-290(Gde-E-165),(Flat sections) as in wind ties and similar work including cutting to required length nothing ,drilling,fitting , connecting with nuts bolts and fixed in true position, complete all as specified and as directed by the Engineer in charge.

M&L for Preparation of new iron and steel surfaces of any description over 10cms width or girth and applying two coats of Synthetic enamel paint over a coat of zinc chrome primer ,complete all as specified and directed by Engineer-in-Charge..

Dismantiling boarding, any description, fixed in any position with nails ,complete all as specified and directed by Engineer-in-Charge.

S&F 16 mm thick perforated particle board/ tiles for insulation and accoustic purposes, 60 x60 cm in size, fixed with nails to timber frame work or withstaples on snap grid fixed with screws in ceiling,flat or sloping all as specified and directed by Engineer-in-Charge.

Dismantling of reinforced concrete in slab,chajja, complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15mm thick in cm 1:6 finished with neeru finish as specified on fair faces of brick work /stone or concrete surfaces complete all as specified and directed by Engineer-in-Charge.

M & L for rendering 20 mm thick in cement mortar 1:4 (15 mm thick backing coat and 5mm thick finishing coat) on fair faces of brick work or concrete surfaces including finished even and smooth without using extra cement with using water proofing compound (water proofing compound shall be measured and paid seperately) complete all as specified and directed by Engineer-in-Charge.

Supply only liquid water proofing compound ,complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of newly plasterd surface of concrete or brick surfaces and applying Two coats ( having proportion @1.67 Litr/10 Sqm) of acrylic smooth exterior paint of required shade and including priming coat of exterior primer applied @ 2.20 Kg / 10 sqm, complete all as specified and as directed by Engr-in charge.

M&L Complete removal of existing treatment on old surface of walls and applying 2 coats of Oil Bound Distemper over a coat of alkali resistent primer complete all as specified and directed by Engineer-in-Charge.

Demolition of brickwork built in cement mortar including all pillars, etc and removing of the debris as directed by Engr-In-Charge.

M&L for Brickwork with sub-class `B' brick straight or curved on plan to any radius in half brick thick walls built in CM 1:4 ,complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub class old size 'B' bricks straight or curved on plan exc 6M mean radius built in cement mortar 1:6 complete all as specified and directed.

Demolition of cement concrete (Unreinforced) in ground floors and pavings n. exc 15cm thickness (Below or above Ground level) complete all as specified and directed.

M&L for Providing, cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in cills, steps seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed .

M&L for Removal of existing concrete including loose/weak concrete from the concrete structure i.e. beams/columns/deckslab etc upto beyond corroded steel reinforcements to a depth of minimum 10mm minimum behind the reinforcement by chipping/hacking with chisel and hammer or by mechanical means like chisel hammer, pneumatic chippers including high pressure water jetting and removal of debris. Concrete around the corroded reinforcement shall be removed properly. The edges of the repair locations of concrete should be saw cut to depth of at least 10mm to avoid featheredging and to provide a square edge complete all as specified and directed by Engr-in- Charge. Note :- The contractor Quoted rate should includes necessary scaffolding and form work both for new work as well as for protection of existing structure during rehabilitation.

M&L for Preparation of surface and removal of rust in the loosely bonded concrete of the RCC deckslab, beam / girder and piles shall be chipped out using the mechanical cutter exposing the bars and applying Rust Remover using small brush and allow to react it for 16- 24 hrs. Before applying protective coating,the surface should be wire brushed and thoroughly cleaned for dust with dry cloth complete all as per manufacturer instructions and directed by Engr- in- Charge. Note :- The contractor Quoted rate should includes necessary scaffolding and form work both for new work as well as for protection of existing structure during rehabilitation.

M&L for applying two coats of Anti-Corrosive Primer two component (epoxy anticorrosive zinc rich coating) on reinforcement steel surfaces uniformely. Coating shall be applied by the brush to the exposed and cleaned rebars with an interval of 45 minutes to 1 hour @ 40microns DFT / coat and allowed to completely dry for 24 hours complete all as per manufacturer instructions and directed by Engr- in- Charge. Note :- The contractor Quoted rate should includes necessary scaffolding and form work both for new work as well as for protection of existing structure during rehabilitation.

M&L preparation of concrete surfaces by removing loose concrete, dust, dirt etc, cleaning the surface properly and applying one liberal coat of epoxy bonding agent ( two component agent) by brush application complete all as per manufacturer instruction and directed by Engr-in- Charge Note :- The contractor Quoted rate should includes necessary scaffolding and form work both for new work as well as for protection of existing structure during rehabilitation.

M&L 50mm thick ( average thickness) modified single component, alkaline resistant fibre reinforced, thixotropic, cementitious patch repair mortar on conrete structure. Applying the mortar arround the reinforcement and finishing to bring it in line with existing concrete surface complete all as per manufacturer instructions and directed by the Engr-in- Charge. Note :- The contractor Quoted rate should includes necessary scaffolding and form work both for new work as well as for protection of existing structure during rehabilitation.

M&L for holes of dia 16mm and depth 100 mm drilled @ a spacing of 1mtr c/c both ways on the existing structure .The loose cementitious particles are removed using a air blower to clean the holes.Shear Keys of dia 10mm cut from HYSD rebars are anchored into these holes of depth 75mm and bent out to an equal length of 75mm using Resin Anchor Grout complete all as per manufacturer instructions and directed by the Engr-in- Charge. Note :- The contractor Quoted rate should includes necessary scaffolding and form work both for new work as well as for protection of existing structure during rehabilitation.

M&L for Providing & executing injection/pressure grouting in the cracks in the parent concrete by fixing PVC/Aluminium nipples at 150mm to 200mm distance or specified distances as per design and detailed specifications. Pressure grouting using low viscous epoxy grout. Moisture insensitive epoxy resin injection material supplied in 1.5 Litre pack which can grout gaps ranging from 0.25mm to 9mm, having mix density 1060 Kg/m3, compressive strength 60 N/mm2, Tensile Strength 20 N/mm2, Flutural strength 45 N/mm2. Pressure grouting shall be carried out after surface preperations includes fixing nipples and filling cracks with epoxy mortar one day before grouting, injecting low viscous grout mechanically about pressure 3.5-7.0 Kg/Cm2, removing nipple after grouting and sealing with epoxy mortar etc complete as directed by Engr - in - Charge. Payment shall be made on actual grout consumed. Note :- The contractor Quoted rate should includes necessary scaffolding and form work both for new work as well as for protection of existing structure during rehabilitation.

M&L for micro concrete to existing concrete structure including proper tight leak proof shuttering SPL polimer modified cementitious ,low permeable'free flow 'non shrink 'self compacting micro concrete shall be grade M70 as per recommended w/c ratio and pouring as per the required thickness complete all as per manufacturer instructions and directed by Engr- in- Charge. Note :- The contractor Quoted rate should includes necessary scaffolding and form work both for new work as well as for protection of existing structure during rehabilitation.

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

M&L Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips ,complete all as specified and directed by Engineer-in-Charge.

Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) amd rubbish off the premies ,complete all as specified and directed by Engineer-in-Charge.

M&L for Vitrified tiles 600x600x10mm thick polished, in floors etc set and jointed in neat cement slurry and pointed in white or coloured to match over & including 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for Coloured Glazed Ceramic tiles 350 x 450 x 6-7mm thick on vertical surfaces such as skirting, dados and risers to steps etc including 10mm thick backing coat in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for Non skid ceramic tiles(Coloured) 7 to 8mm thick (square/rectangular) area of each tile exc 0.06sqm but n.exc 0.11 sqm, in in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, including screed bed 15mm thick in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

Ditto as item No 52.00 above but coloured joint free ceramic tiles matt finish, area of each tile exc 0.11sqm but n.exc 0.18 sqm.

M&L for Chequered cement concrete tiles 20cmx20cmx25mm thick, set jointed and pointed in cement slurry in floors with grey cement and pigments complete all as directed including 15mm thick screed bed in CM 1:6 , complete all as specified and directed by Engineer-in-Charge..

M&L for Granite slab work 18 to 20mm thick in floors steps, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with granite shade over & including screed bed 15mm thick in CM 1:6, complete all as specified and directed by Engineer-in-Charge.

Ditto as item No 52.00 above as but in vertical surface with 10mm thick backing coat in CM 1:4 .

M&L for Rounding to edges of stone slabs of steps, cooking platforms and other similar situations , complete all as specified and directed by Engineer-in-Charge.

Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) , complete all as specified and directed by Engineer-in-Charge.

M & L for hardcore of gauge n. exc 63mm, using broken stones or boulders of granite trap stone deposited, spread & levelled in layer n.exc 15cm thick,watered & well rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in sub base floor, 75mm thick , complete all as specified and directed by Engineer-in-Charge..

M&L for 60mm thick machine pressed precast cement concrete interlocking paver block, confirming to IS 15658-2006 with M-35 grade concrete with grey cement and pigment glossy finish of any size and shape etc, laid over and including 20mm thick sand cussioning etc , complete all as specified and directed by Engineer-in-Charge.

M&L for Providing, cement concrete type B0 (using 12.5mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges , complete all as specified and directed by Engineer-in-Charge.

M&L Machine cut kota stone slab flooring 20-25mm thick over cement screed 15mm thick in CM 1:6 base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing , complete all as specified and directed by Engineer-in-Charge.

Ditto as per Srl item No 63.00 above but as in verticle surface with 10mm thick backing coat in CM 1:4 , complete all as specified and directed by Engineer-in-Charge..

M&L for applying two coats of acrylic water/weather proof exterior emulsion coating over one coat of primer all as per manufactures instructions including preparation of new/old surfaces of wall complete all as specified and directed.

M&L preparing newly plastered surfaces ,and applying 2 coats of Oil Bound Distemper over a coat of alkali resistent primer on walls , complete all as specified and directed by Engineer-in-Charge..

Ditto as per Srl item No 66.000 above but on old surface including scraping out old surface including complete removal of existing treatment including filling of undulations if any with Birla wall care putty.

S&F in repairs vitreous china squatting pan orissa pattern, size 580x440 mm white with integral foot rest (excluding flushing cistern and flush pipe including provn of lime concrete bedding ,trap etc , complete all as specified and directed by Engineer-in-Charge.

S&F in repairs vitreous china wash handbasin white flat back size 550x400 excluding taps waste chain and plug and percelain stopper but including brackets waste fitting brass CP 32 mm dia with long screwed shanks and fly nuts flange end bedded in red lead cement and other end fixed and pillar taps 15 mm dia cast copper alloy fancy type chromium plated screwed down high pressure with or without lettered hot or cold with long screwed shanks screwed etc , complete all as specified and directed by Engineer-in-Charge.

S&F in repair stop valves for 15mm bore cast copper alloy, screwed down, high pressure with butterfly handle, screwed both ends for iron pipe or for unions , complete all as specified and directed by Engineer-in-Charge.

S&F in repair bib taps for 15mm dia pipe cast copper alloy chromium plated with butterfly handle, screwed down, screwed for iron pipe or for brass ferrule , complete all as specified and directed by Engineer-in-Charge.

S&F PVC connection for 15mm dia pipe with brass socket on both side 60cm , complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC, low level flushing cistern with complete fitting incl float valve flush pipe bracket for flush etc 10.0 ltrs capacity ,complete all as specified and directed by Engineer-in-Charge.

S&F in repairs gratings square 150 mm size of PTMT (min wt 100 gm) ,complete all as specified and directed by Engineer-in-Charge.

M&L for special treatment for sunken portion on WC's bath toilet, kitchen etc executed in following stages :- Stage 1: Providing 15mm thick plaster in CM 1:3 mixed with with water proofing chemical for Dr.fixit or shlicrete 'R' of STP ltd in the proportion/quantity all as per manufacturers instructuions. Stage 2 : Primer-Mix Tarfelt LM of STP Ltd (diluted with water in ration 1:1) @250 gms/sqm and apply the primer on plastered surfaces. Stage 3 : Application of first coat of tarfeltLM of STP Ltd (without dilution with water) @ 1kg/Sqm by brush all as per manufacturers instructions. Stage 4 : Laying fibre glass cloth weight not less than 50 gms/sqm over the 1st coat while the coated surfaces is still sticky. Stage 5 : After 6 to 7 hours internal, apply second coat ie., final coat of Trafet LM of STP Ltd (without dilution with water) @ 1 Kg/Sqm by brush as per manufacturers instructions. Stage 6 : Providing 10mm thick protective plaster in CM 1:3 mixed with STP No 1 @ 250 Ml/ 50 Kg cement all as per manufacturers instructions. Stage 7 : Carry out ponding test for 48 hours to ensure water tightness of repaired sunken portion. NOTES : (i) Mode of measurement : actual area treated (Floor and adjoining walls) will be measured and paid. (ii) The above treatment shall be got executed through authorised applicator of manufaturer and necessary authenticated documents in account of above shall also be produced by the contractor

S&F wash down water closet (pedestal pattern/white fixed in repairs Excluding flushing cistern & flushing pipe) complete with & including connecting to drain pipe etc complete all as specified and as directed by Engineer-in-Charge

M&L 40mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in floors and finishing the surface even and smooth without using extra cement ,complete all as specified and directed by Engineer-in-Charge..

M&L 75mm thick PCC 1:2:4 type B2 (using 40mm graded stone aggregate) as in floors and finishing the surface even and smooth without using extra cement in Plinth protection ,complete all as specified and directed by Engineer-in-Charge..

M&L 100mm thick PCC 1:2:4 type B2 (using 40mm graded aggregate) as in floors and finishing the surface even and smooth without using extra cement ,complete all as specified and directed by Engineer-in-Charge..

S&F 38mm wide glass dividing strips, minimum 3 mm thick ,complete all as specified and directed by Engineer-in-Charge..

M&L for Forming construction joints 30mm deep X 10mm wide filled with sealing compound grade A ,complete all as specified and directed by Engineer-in-Charge.

M&L for Forming 12mm thick Expansion joints filled with pre formed bituminous filler and 30mm primed and sealed with sealing compound grade 'A' for 100 mm thick concrete slab ,complete all as specified and directed by Engineer-in-Charge.

Taking down chowkats or frames exc 1.5 sqm & n exc 4 sqm with shutters without taking off shutters from the frame and removing to store ,complete all as specified and directed by Engineer-in-Charge.

All as per item No 83.00 above but n exc 1.5 sqm each

Taking down shutters of any description n exc 1 sqm and removing to store ,complete all as specified and directed by Engineer-in-Charge.

All as per item No 85.00 above but exc 1.00 sqm but n exc 2 sqm

All as per item No 85.00 above but exc 2.00 sqm

M&L for 2nd class hardwood (SAL) plain, solid, straight chowkats and frames, wrought frames rebated on the solid, reunded or chamfered put together with glue pinned at joints ,complete all as specified and directed by Engineer-in-Charge.

S&F 2nd class HW 35mm thick plain framed paneled local made shutter (any panels) with lock rail and panel of 9mm BWR commercial ply or12mm veneered particle board with commercial veneering on both faces. The size of rail & stile as per IS 1003 (part-I) Kiln seasoned & chemically pressure treated ,complete all as specified and directed by Engineer-in-Charge.

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

S&F 30mm thick Flush shutters, solid core construction, with block board core and plywood face panels, both face is covered with decorative face veneer with lipping/frame to match ,complete all as specified and directed by Engineer-in-Charge.

M&L for French polishing on surfaces of any description, width or girth including cleaning and preparing the surface including a coat of wood filler on new works with two or more coats ,complete all as specified and directed by Engineer-in-Charge.

S&F 2nd class hard wood 30mm thick glazed and skeleton shutters to chowkats, open, rebated and prepare to reveive glass, guage etc (without sash bars ) edges of framing plain chamfered or rounded, fitted with out mitred beads for securing glass etc, size of members of shutters as specified in SSR part I section 8 clause 8.23 (a) supplied and fitted to chowkats ,complete all as specified and directed by Engineer-in-Charge.

S&F MS bands, straps, supports of stays, hold fast, wall ties etc and similar articles etc confirming to Fe-410-310m ,complete all as specified and directed by Engineer-in-Charge.

M&L for cutting holes in bricks walls built in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar or cement concrete 1:2:4 type B1 as required exc half brick but not exc one brick ,complete all as specified and directed by Engineer-in-Charge.

M&L for preparing surfaces of wood and wood based materials of any described and treated with tar of coal tar black paint area tarred exc 0.1 sqm but n exc 0.5sqm each as in back of chowkats ,complete all as specified and directed by Engineer-in-Charge.

All as per item No 96.00 above but treating small articles as in hold fast area n exc 0.1 sqm each

M&L for two coats to synthetic enamel paint over a coat of pink primer including preparation of new/old wooden surfaces exc 10cm width/girth ,complete all as specified and directed by Engineer-in-Charge.

S&F 100mm size Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 ,complete all as specified and directed by Engineer-in-Charge.

S&F 150mm long aluminium anodized barrel tower bolts of extruded section ,complete all as specified and directed by Engineer-in-Charge..

S&F aluminium extruded alloy handles fabricated type anodized 100mm long ,complete all as specified and directed by Engineer-in-Charge.

S&F 150mm extruded aluminium alloy handles fabricated type anodized ,complete all as specified and directed by Engineer-in-Charge..

S&F in repairs Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as directed by Engr-in-Charge

S&F Stainless steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as directed by Engr-in-Charge.

S&F Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as directed by Engr-in-Charge.

M&L for Hacking out broken glass any thickness size quality or description form wooden, concrete, aluminium steel frames glazed with oil putty fixed with nails ,complete all as specified and directed by Engineer-in-Charge.

S&F for ordinary sheet glass 3mm thick and glazing with oil putty/beddings in square n exc 0.5 sq, in each panes ,complete all as specified and directed by Engineer-in-Charge.

S&F for ordinary sheet glass 4.8mm thick and glazing with oil putty/beddings in square exc 0.5 sq, in each panes ,complete all as specified and directed by Engineer-in-Charge.

S&F ordinary sheet glass 4.8mm thick in square exc 0.5sqm in each panes ,complete all as specified and directed by Engineer-in-Charge..

S&F aluminium alloy anodized sliding door bolts with hasp & staple (bolt type) and fixing clips of sheet cast or extruded section and fixing bolts and sliding bolts 300mm long ,complete all as specified and directed by Engineer-in-Charge.

S&F in repairs aluminium body door closer hydraulically regulated designation No 1 universal type, suitable for door shutter upto 700mm in width not more than 35 Kg and fixed ,complete all as specified and directed by Engineer-in-Charge.

S&F 300mm mild steel helical door spring including roller plate ,complete all as specified and directed by Engineer-in-Charge.

S&F solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplying & fixing in opening as per specification and drawing as specified in SSR ,complete all as specified and directed by Engineer-in-Charge.

S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solventcement, suppling & fixing in the frame at site as per specification & drawingas specified in SSR ,complete all as specified and directed by Engineer-in-Charge.

S&F Solid PVC Double door frame of size 50mm x 95mm made out of 5mm thick single side prelam PVC sheet used instead of Plain colour PVC sheet reinforced with M.S. tube, suppling & fixing in opening as per specification & drawing as specified in SSR ,complete all as specified and directed by Engineer-in-Charge.

S&F Factory Made Solid PVC Moulded Door Shutter with particle board core, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded Prelam PVC Sheet on the front face & 2mm prelam PVC Sheet on back face, supplying & fixing in frame at site as per specification & drawing as specified in SSR ,complete all as specified and directed by Engineer-in-Charge.

S&F PVC factory made wire gauged shutter with wire gauge warpped on an additional square 8mm MS solid tube and this tube shall be welded to MS tube. The wires gauge shall be stretched to tighten firmly, PVC door shutter 30mm thick (stiles) consisiting of frame made out of MS tube for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm wigth stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail all as per specification and drawing given in SSR Part II, Schdule of rates 2010 and directed but as in four panels in lieu of two panels. Note : The wire mesh shall be measured separately.

S&F powder coated of approved colour aluminium grill of 4mm x 6mm bars size of opening 10 cms size mesh RG 103 (as per Royal grill drg attached) with aluminium channel 'F' angle 20mmx15mm aluminium frame work ,complete all as specified and directed by Engineer-in-Charge.

S&F aluminium anodised lourvered (fully louvered type), aluminium section mentioned in catalogue 100mm wide heavy duty aluminium blades with 5mm thick frosted glass, lever handle, lock including water tighting using silicon compound etc.,complete all as specified and directed by Engineer-in-Charge.

M&L for machine cut cuddappa stone slab 20 to 25 mm thick as in cills/jambs of window & door openings, set jointed and pointed in neat cement slurry with grey cement slurry mixed with pigment to match the shade of the slab incl rubbing and polishing complete including 15mm thick backing coat in cement mortar 1:4 ,complete all as specified and directed by Engineer-in-Charge.

S&F aluminum powder coated( of approved colour) any track sliding windows with aluminum sections mentioned in catalogue of approved manufacturer including suitable Nylon beading, channel gasket, nylon rollers, star lock with handle with complete fittings including water tightening using silicon compound all around etc ,complete all as specified and directed by Engineer-in-Charge.

Taking down the unserviceable Aluminium glass door shutter of any size and description and refixing the same after resecuring the shutter by using aluminium 'L' section at the joints and refixing the glass in the shutter complete all as specified and directed (Note : All accessories required for repairs shall be measured seperately under other respective items)

Taking down aluminium sliding windows of any description and any size and replacing the wornout, broken wiremesh, aluminium sections, glass grill, rubber beading, rollers, locks etc as required and refixing back into the same opening for easy movement of shutters including necessary fittings and fixtures (Note : Items such as i) Wiremesh, ii) Glass, iii) Grill, iv) Rubber beeding, v) Rollers, vi) Locks, vii) Aluminium sections etc will be paid seperately under respective items as supply only)

S&F in repairs Aluminium extruded section body door closer hydraulically regulated, designation No 3 universal type, suitable for door shutters upto 851mm to 1000mm in width and weight between 61 to 80 kg.

Supply only PVC Star lock for Aluminium windows ,complete all as specified and directed by Engineer-in-Charge..

Supply only Nylon / PVC Rollers for Aluminium Windows.

Supply only Rubber beeding suitable for aluminium door/window shutters.

S&F double action floor spring hydraulically operated made up of miniumum 1.25mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass other parts made of mild steel heavy duty ,complete all as specified and directed by Engineer-in-Charge..

Taking down and refixing of rolling shutter of any description and size inclusing oiling , greasing of guide rails, bearinf , spring etc. (Note all accessories if required shall be measured seperately under respective items as supply only)

Supply only Ball bearing for rolling shutters

Supply only MS pipes heavy duty of 40mm dia as in shaft of rolling shutter.

Supply only MS Spring for rolling shutter, size of spring 300mm long inner dia not less than 65mm and MS wire 6mm dia as approved by Engg-In-Charge.

S&F Plain black mild steel sheet of 1.00 mm thick as in hood of the rolling shutter all as specified and directed by Engr-In-Charge.

S & F Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type

M & L for preparation of new treated steel surfaces of any description over 10 cm width & girth not otherwise described and applying two coat of epoxy paint over a coat of primer complete all as specified and directed.

Taking down wooden door shutters of any description and size and refixing after easing and replacing the fittings as required (Note all fittings shall be measured seperately under respective items)

M & L Cutting holes into or through brick walls Exc. 150 sq. cm n.Exc 400 sq. cm built in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required ,complete all as specified and directed by Engineer-in-Charge.

M & L for 75 mm thick PCC 1:3:6 type D-2 (using 40mm graded aggregate) finishing the concrete surface even and fair all as directed as in plinth protection etc complete all as specified & directed by Engr - in - Charge

M & L Cement concrete Type D-2 (1:4:8) using 40mm graded stone aggregate as in sub base ,complete all as specified and directed by Engineer-in-Charge..

M & L Cement concrete Type B-2 (1:2:4) using 40mm graded stone aggregate as in Hard standing and similar works finishing the surface even and fair all as specified and directed by Engr - in- Charge

S & F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates of Fe-410-W(Gde E-250) quality B ,complete all as specified and directed by Engineer-in-Charge.

S & F mild steel confirming to FE - 290 (Gde - E-165), (Flat sections) wind ties and similar work including cutting to required length including notching, drilling, fitting, connecting with nuts, bolts and fixed in true position complete all as specified and directed by Engr - in - Charge.

S & F Fe 410 -W Gde E-250) quality- B Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) ,complete all as specified and directed by Engineer-in-Charge.

Taking down Concertina coil of any size and specification what ever exist ,complete all as specified and directed by Engineer-in-Charge.

S&F,in repair,concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (Note: cost of M.S. angle, shall be paid separately under relevent item of Sch A)

Taking down barbed wire of any size and specification ,complete all as specified and directed by Engineer-in-Charge.

S & F Galvanized, 2 strand, steel barbed wire 2.24 mm dia barbed wire with 2mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanized mild steel wire steples or steel pins, etc ,complete all as specified and directed by Engineer-in-Charge.

M&L for walling of random rubble uncoursed well bonded , bedded and solidity hearted etc built in CM 1:6 brought upto to coarses etc ,complete all as specified and directed by Engineer-in-Charge.

M&L for raised pointing in CM (1.4) to random or polygonal rubbles uncoursed masonary or brought upto courses complete all as specified and directed.

M & L for extra over granite or trap stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 40mm to face stone and dressing of face beds and joint as specifiee or random rubble walling uncoursed or brought upto courses complete all as specified and directed.

M& L for cement concrete 1:2:4 type B 1 (Using 20 mm graded stone aggregate as in bed block,coping,kneelers,apex stone,bed plates etc complete and specified.

S & F Framed work such as grills, gratings, ramed and hung as gates in ornamental and intricate design, including pintle hinges, stops, hand-made sliding bolts, 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.290.Gde-E-165 ,complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of plastered or unplastered old treated surfaces of walls and applying one coat of white wash on walls etc complete all as specified and as directed by Engineer-in-Charge

M&L for preparation of plastered or unplastered surfaces of walls and applying two coats of white wash on walls etc complete all as specified and as directed by Engineer-in-Charge

M&L for preparation of plastered or unplastered old treated surfaces of ceiling and applying one coat of white wash to ceiling etc complete all as specified and as directed by Engineer-in-Charge

Ditto as per Srl item No 155.00 but in two coats ,complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of old treated plastered or un-plastered surfaces of wall and applying one coat of oil bound distember etc complete all as specified and as directed by Engineer-in- Charge.

Ditto as per Srl item No 157.00 but in two coats

M&L for preparation of old treated plastered or un-plastered surfaces of ceiling surfaces and applying one coat of oil bound distember on ceiling etc complete all as specified and as directed by Engineer-in- charge

Ditto as per Srl item No 159.00 above but two coats

M & L for preparation of old treated steel surfaces of any description over 10 cm width & girth not otherwise described and applying two coat of epoxy paint over a coat of primer complete all as specified and directed.

M & L for preparation of old treated wood surfaces of any description over 10 cm width & girth not otherwise described and applying one coat of synthetic enamel paint complete all as specified and directed.

M&L for 3mm thick wall care putty on wall including removal of existing treatment and preparation of surfaces to recieve the new treatment etc complete all as specified and directed.

M&L for 3mm thick wall care putty on ceiling including removal of existing treatment and preparation of surfaces to recieve the new treatment etc complete all as specified and directed

S&F ball brass valve for 20 mm bore, high pressure, with ploythene float and flynut complete, screwed for iron pipe or brass ferrule , complete all as specified and directed by Engineer-in-Charge.

Ditto as per Srl item No 165.00 above but for 15 mm bore

S&F Rotational moulded polyethylene water storage tanks (cylindrical verticalwith closed top) with 500 litre capacity hoisted and fixed in position all as specified in SSR Part I ,complete all as specified and directed.

S&F Rotational moulded polyethylene water storage tanks,triple layered (cylindrical verticalwith closed top) for 1000 Ltr capacity hoisted and fixed in position all as specified in SSR Part I complete all as specified and directed.

S&F in repairs 15mm dia pillar taps cast copper alloy with capstan heads chromium plated fancy type screwed down high pressure with or without lettered hot or cold with long screwed for iron pipe complete all as specified and directed.

S&F in repair CP brass shower rose 125mm dia swivel joints including fixing to steel pipe or union , complete all as specified and directed by Engineer-in-Charge..

S&F Butt hinges 50 mm size, extruded alu minium alloy with galvanised mild steel hinge pin, anodised and fixed, type E-22 complete all as specified and directed.

S & F Hasp and staple, safety type, aluminium alloy with mild steel hinge pin including bolt to hinge plate and fixed with screws complete all as specified and directed.

M & L Extruded aluminium alloy handles, fabricated type, anodised of 75mm complete all as specified and directed.

S & F in repairs Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor of 150mm size complete all as specified and directed.

S & F in repairs Harrison rails, anodised aluminium alloy with fixing brackets, stops, rollers etc complete all as specified and directed.

S & F in repairs Brass Chromium plated Tubular towel rail 20mm dia complete all as specified and directed.

S & F in repairs Brass Chromium plated Tubular towel ring, 20mm dia, D type, 60cm long between flanges complete all as specified and directed.

S & F Soap dish, any type, fixed to plugs with chromium plated brass screws complete all as specified and directed.

S & F Sheet glass, ordinary quality, in squares n exc 0.5 sq. m each pane ,complete all as specified and directed.

M&L for Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, win dow/door-cills, cooking plat forms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admix ture of pigment to match with shade of granite ,complete all as specified and directed. .

M&L for preparation of old treated surfaces plaster or unplaster surfaces and applying one coat of cement base paint(terracota) on manglore tile of roof with preparation and cleaning the surface to receive the surfaces etc complete all as specified and as directed by Engineer-in- Charge

M & L for applying one coats of acrylic weather proof exterior emulsion paint all as per manufacturer instrctions to external plastered wall surfaces including preparation of old treated surface to receive the treatment etc all as specified and directed.

venus enterprises

PICON ENTERPRISES

HINDUSTAN BUILDERS

Shiv Shakti Construction

Jay Jyotirling construction co.