Development and Improvement of Community Infrastructures at Low Income Settlements in Oulgaret Municipality, Puducherry

Amount

Code No. 2.8.1 Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil

Code No. 2.24.1 Extra rates for quantities of works, executed - in or underwater and /or liquidmud,including pumping out water as required

Code No. 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m

Code No. 2.27 Supplying and filling in plinth with river sand under floors, including watering, ramming consolidating and dressing complete

Code No. 2.27A.1 Supplying and filling with gravel (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering etc. complete including all lead and lift

Code No. 2.27B Supplying and filling with red earth (excluding rock) including cost and conveyance to the work site and stacking to the departmental gauge, spreading in layers not exceeding 20cm in depth, watering and consolidation using 0.5 tonne roller, or wooden or steel rammers etc. complete for making play fields, running tracks and court yards.

Code No. 2.27C.1 Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (Payment will be made based on level measurement)

Code No. 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Code No. 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Code No. 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Code No. 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)

Code No. 4.2.3 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering ,shuttering and finishing - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Code No. 4.2.5 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering, shuttering and finishing - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Code No. 4.3.1 Centring and shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns

Code No. 4.3.2 Centring and shuttering including strutting, propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Code No. 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.

Code No. 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Code No. 5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finsishing and reinforcement - All work upto plinth level 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Code No. 5.2.2 Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Code No. 5.2.3 Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size)

Code No. 5.3 Reinforced cement concrete work in beams, suspended floors , roofs having slope up to 15degree landings , balconies , shelves , chajjas , lintels , bands , plain window sills , staircases and spiral stair cases upto floor five level excluing the cost of centering ,shuttering, finishing and reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Code No. 5.8 Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers , facias and eaves boards upto floor five level excluding the cost of centering , shuttering , finishing and reinforcement , with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Code No. 5.9.1 Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete

Code No. 5.9.2 Centering and shuttering including strutting , propping etc and removal of form for - Walls (any thickness ) including attached pilasters , butteresses , plinth and string courses etc.

Code No. 5.9.3 Centering and shuttering including strutting , propping etc and removal of form for - Suspended floors , roofs , landings , balconies and access platform.

Code No. 5.9.5 Centering and shuttering including strutting , propping etc and removal of form for - Lintels , beams , plinth beams , girders , bressumers and catilevers

Code No. 5.9.6 Centering and shuttering including strutting , propping etc and removal of form for - Columns , Pillars , Piers , Abutments , Posts and Struts

Code No. 5.11.1 Extra for additional height in centering, shuttering where ever required width adequate bracing , propping etc. including cost of de - shuttering and decentering at all levels , over a height of 3.5m, for every additional height of 1metre or part thereof (plan area to be measured) - Suspended floors, roofs, landing , beams and balconies (Plan area to be measured)

Code No. 5.12 Providing , hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Code No. 5.22.6 Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more

Code No. 5.27 Providing and filling in position bitumen mix filler of proportion 80 kg of hot bitumen , 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints

Code No. 5.28 Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS : 1838 , including cost of primer , sealing compound in expansion joints

Addendum Code No. 6.1.1 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:4 (1 cement : 4 coarse sand)

Addendum Code No. 6.1.2 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand)

Addendum Code No. 6.4.1 Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 3.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:4 ( 1 cement : 4 coarse sand)

Addendum Code No. 6.4.2 Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 3.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:6 ( 1 cement : 6 coarse sand)

Addendum Code No. 6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand)

Code No. 9.1.2P Providing wood work in frames of doors , windows, clerestory windows and other frames , wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately) - Padak wood

Code No. 9.6.1 Providing and fixing 35mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15 : 2001 (Part B) , including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete and panelling with panels of -12mm thick plain grade -1 , medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT -I, IS :3087 marked , bonded with BWP type synthetic resin adhesive as per IS : 848

Code No. 9.62.1 Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc.complte - 300 X 16 mm

Code No. 9.68.3R Providing and fixing powder coating casement stays (straight peg type ) with necessary screws etc. complete - 200 mm weighing not less than 120 gms

Code No. 9.72.2 Providing and fixing bright finished brass butt hinges with necessary screws etc complete - 125 X 70 X 4 mm (ordinary type)

Code No. 9.81.1 Providing and fixing bright finished brass handles with screws etc complete - 125 mm

Code No. 9.96.1 Providing and fixing aluminium sliding door bolts , ISI marked , anodised ( anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade , with nuts and screws etc complete - 300 X 16 mm

Code No. 9.117.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +_ 1mm ), with wall thickness 2.0 mm (+-0.2mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws , joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S.tube of size 19 x 19 mm and 1mm (+-0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification - Extruded section profile size 42 x 50 mm

Code No. 9.118.1 Providing and fixing to existing door frames - 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59 x 24 mm and wall thickness 2 mm (+- 0.2 mm) with inbuilt edging on both sides . The styles and rails mitred and joint at the corners by means of M.S. galvanised / plastic brackets of size 75 x 220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S.tube of size 20x20 mm and 1mm (+- 0.1mm) wall thickness.

Code No. 9.165.1A Providing and fixing of 65mm Godrej Navatal lock of 6 levers etc complete

Code No. 10.5.2 Providing and fixing 1mm thick M.S.sheet door with frame of 40x40x6 mm angle iron and 3mm M.S.gusset plates at the junctions and corners , all necessary fittings complete, including applying a priming coat of approved steel primer - Using flats 30x6 mm for diagonal braces and central cross piece

Code No. 10.6.2 Supplying and fixing rolling shutters of approved make, made of required size M.S.laths, interlocked together through their entire length and jointed together at the end by end locks , mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to ISS :4454 -part1 and M.S.top cover of required thickness for rolling shutters - 80 x 1.20mm M.S.laths with 1.25 mm thick top cover

Code No. 10.8.1 Extra for providing mechanical device chain and crank operation for operating rolling shutters - exceeding 10.00 sqm and upto 16.80 sqm in the area

Code No. 10.18 Providing and fixing circular / hexagonal cast iron or M.S. sheet box for ceiling fan clamp , of internal dia 140mm ,73mm height, top lid of 1.5 mm thick M.S.sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron / M.S.sheet box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S bar bent to shape as per standard drawing

Code No. 10.25.1 Steel work welded in built up sections / framed work , including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required all complete

Code No. 10.25.2 Steel work welded in built up sections / framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Code No. 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc . complete - 40mm thick with 20mm nominal size stone aggregate

Code No. 11.26.1 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 ( 1 cement : 4 coarse sand) - 25 mm thick

Code No. 11.36B Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) , of approved make (Jhonson / Asian / Somany / Nitco) in all colours , shades of size 300 x 450 mm as approved in skirting , risers of steps and dados, over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement with pigment of matching shade complete - size 300x450 mm

Code No. 11.40.4 Providing and laying rectified ceramic rustic / matt finish floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer) of commercial quality conforming to IS:15622 of approved make (Somany / Nitco) in all colours shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigments etc., complete

Code No. 11.61 Providing and laying 22 mm thick factory made pre-polished cement concrete flooring tiles of required colour and design over 20 mm thick cement mortar 1:4 (1 cement : 4 sand ) and jointed with cement slurry mixed with an admixture of pigment to match the shade of the tile - (Endura \ Ultra \ Dazzle \ Technic)

Code No. 12.20 Providing and laying pressed clay tiles (as per approved pattern 18mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound , laid over a bed of 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete

Code No. 12.20L Lime concrete terracing on roofs of required thickness laid to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 lime putty : 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with Parapet wall complete

Code No. 12.41.2 Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes - 110 mm diametre

Code No. 12.42.5.2 Providing and fixing on wall face unplasticised - PVC moulded fittings / accessories for unplasticised rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion - bend 87.5 degree - 110 mm bend

Code No. 12.42.6.2 Providing and fixing on wall face unplasticised - PVC moulded fittings / accessories for unplasticised rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion - shoe (plain) - 110mm shoe

Code No. 12.43.2 Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised- PVC rain water pipes by means of 50x50x50mm hard wood plugs , screwed with M.S. screws of required length, including cutting brickwork and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand) and making good the wall etc., complete - 110mm

Code No. 13.1.1 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand)

Code No. 13.2.1 15mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1cement : 4 fine sand)

Code No. 13.8.3 12 mm cement plaster of mix 1:5 (1 cement : 5 fine sand)

Code No. 13.9.1 Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement - 12mm cement plaster

Code No. 13.9.2 Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement - 20mm cement plaster

Code No. 13.9.2A 15 mm cement plaster on the rough side of single or half brick wall of mix 1:5 (1 cement : 5 fine sand)

Code No. 13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)

Code No. 13.28.1 12mm thick plain cement mortar bands in cement mortar 1:4 (1cement : 4 fine sand) - flush band

Code No. 13.28.3 12mm thick plain cement mortar bands in cement mortar 1:4 (1cement : 4 fine sand) - raised band

Code No. 13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface - water thinnable cement primer

Code No. 13.45.1 Finishing walls with textured exterior paint of required shade - New work (Two or more coats applied @ 3.28 ltr / 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm

Code No. 13.46.1 Finishing walls with acrylic smooth exterior paint of required shade - New work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm

Code No. 13.50.1 Applying priming coat - with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)

Code No. 13.50.3 Applying priming coat - with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron / steel works

Code No. 13.50.4 Applying priming coat - with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)

Code No. 13.61.1 Painting with synthetic enamel paint of approved brand and manufacutre to give an even shade - Two or more coats on new work

Code No. 13.71 Lettering with black japan paint of approved brand and manufacture

Code No. 14.1.1 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq.metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead - with cement mortar 1:4 (1 cement : 4 fine sand)

Code No. 14.43 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scrarches etc. complete

Code No. 14.46 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc complete

Code No. 14.54.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - One or more coats on old work

Code No. 14.66.1 Finishing walls with acrylic smooth exterior paint of required shade - old work (two or more coats applied @1.67 ltr / 10 sqm) on existing cement paint surface

Code No. 15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Code No. 15.2.2 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

Code No. 15.3 Demolishing R.C.C work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead

Code No. 15.7.4 Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar

Code No. 15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets , welding etc.including dismembering and stacking within 50 metres lead

Code No. 16.68 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with coarse sand etc. all complete

Code No. 16.95 Supplying fixing and commisioning of Suguna / Texmo / Sharp 1 HP monoblock pumpset slow speed single phase motor. The rate include the cost of pumpset , pumpset fixing in position and test run etc. complete

Code No. 16.98 Providing and fixing 20mm thick, PVC shutter for doors , windows , cupboard etc., made of rigid PVC extruted multi chamber section of size 20mm x 200mm and outer edges of shutter framed with PVC channel section of size 24 mm x 59 mm , having interlocking facilities . The door frame of extruded PVC section of size 40mm x 48mm , having a maximum wall thickness 2.80mm +/-0.30mm . The corners and joints shall be mitrecut and welded. The rate shall include the cost of necessary hinges, handles and locking facilities wherever necessary

Code No. 16.100 Acid cleaning for the existing Mosaic floors, glazed tiles work and removing the stains and decays to give a glassy look etc complte (The Acid used shall be 32% concentrated hydrochloric acid after taking on the precautionary measures)

Code No. 17.13.2 Providing and fixing white vitreous china water closet squatting pan (Indian type) - Orissa pattern W.C.pan of size 580x440mm

Code No. 17.14.1 Extra for using coloured W.C.pan instead of white W.C.pan - Orissa pattern W.C.pan 580x440mm

Code No. 18.9.21 Providing and fixing ASTM pipes including all ASTM plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fitting with one step ASTM solvent cement and the cost of cutting chases and making good the same including testing of joints complete (Concealed work including cutting chases and making good the walls etc.) - 20 mm nominal outer dia pipes

Code No. 18.9.22 Providing and fixing ASTM pipes including all ASTM plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fitting with one step ASTM solvent cement and the cost of cutting chases and making good the same including testing of joints complete (Concealed work including cutting chases and making good the walls etc.) - 25 mm nominal outer dia pipes

Code No. 18.15.1 Providing and fixing brass bib cock of approved quality - 15mm nominal bore

Code No. 18.15.2 Providing and fixing brass bib cock of approved quality - 20 mm nominal bore

Code No. 18.17.1 Providing and fixing gun metal gate valve with C.I.wheel of approved quality (Screwed end) - 25mm nominal bore

Code No. 18.17.1A Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) - 20 mm nominal bore

Code No. 18.18.3 Providing and fixing ball valve (brass) of approved quality , high or low pressure , with plastic floats complete - 25mm nominal bore

Code No. 18.48A Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked , with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank - Circular Tank

Code No. 19.26.2 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damages as required (raising depth of manhole to be paid separately) - rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD -10

Addendum Code No. 19.32.1A Making soak pit 2.5 m diametre 3 m deep with 45 x 45 cm dry brick honeycomb shaft with bricks of class designation 75 and 110mm dia UPVC pipe (type B) 1.8 m long complete as per standard design with F.P.S.bricks

Code No. 20.1.1 Providing, driving and installing driven cast -in-situ reinforced cement concrete piles of grade M-25 of specified diametre and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) - 400 mm dia piles

Code No. 20.1.2 Providing, driving and installing driven cast -in-situ reinforced cement concrete piles of grade M-25 of specified diametre and length below the pile cap, to carry safe working load not less than specified , excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) - 450 mm dia piles

Code No. 23.27 Providing and fixing M.S.tree guard 50 cm square inplan, height 1.40 metre above ground level and 0.50 metre below ground level. The vertical members shall consist of four nos.angle iron of size 25x25x5mm, 1.9 m long, one at each corner and 8 nos flat iron of size 25x5 mm , 1.4 m long. The vertical members shall be welded to 4 nos 25x6 mm M.S. flats placed horizontally around the vertical member of the cage. One name plate of 1mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD / any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc, complete. The tree guard shall be painted with two coats of paint of approved brand and manufacture over a coat of primer, complete in all respect

Code No. 30.7 Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness

Code No. 33.27.11 Supplying transportation and packing of 8mm size down gauge graded pebbles including filling the annular space gradually complete.The pebbles disintegrated pieces. should be free from any disintegrated pieces.

Code No. 7.6D.MO Steel reinforcement for R.C.C. works including bending, binding and placing in position - Thermo Mechanical Treated Bars (TISCON / VIZAG / IISCO / SAIL/JSW) Fe - 415 or more

Code No. 2.5.1B Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - Granular courses

Code No. 3.15 Scarifying the existing bituminous surfaceto a depth of 50mm and disposal of scarified material within all lifts and lead upto 1000 metres - by mechanical means.

Code No. 8.31 Fabrication , supply and fixing of informatory board of high intensity grade reflection sheeting encapsulated on aluminium sheets of not less than 2mm thick suitably supported and framed by M.S angles of size 40mm x40mmx6mm. (not less than 25.2kg) The informatory lettering and the symbols will be provided by high intensity white graded white sheeting . The board is supported by a post pipe or channel whichever required for the required height. The board frames shall be painted with enamel paint two coats on rear side and fixed in the ground pit of required size. Rate includes all materials , labour charges, conveyance, painting except the cost of post and fixing with P.C.C.works

Code No. 11.1 Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm-yard manure or/and good earth to be paid for separately)

Code No. 11.4 Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering, etc.

Code No. 11.7A Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metre and supplying and planting two rows of hedge plants at 30 cm apart.

Code No. 11.7B Maintenance of hedge for one year

Code No. 11.8A Planting flowering plants and shrubs in central verge - 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

Code No. 11.8B Maintenance of flowering plants and shrubs in central verge for one year - 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

Code No. 11.9 Planting of trees by the roadside (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farmyard/ sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.

Code No. 11.11 Supply at site of work well decayed farm yard manure, from any available source, approved , screening and stacking.

Code No. 11.17 Maing tree guard 53 cm dia 2 metre high as per design from empty bitumen drums, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos. MS sheet rings 50 x 0.5 mm with rivets complete in all respects.

Code No. 11.30 Providing and laying soft Korean grass turfing including supplying red earth, manure, river sand, labour charges for ground preparation spreading earth and manure transportation of all and maintaining the lawn for initial three months etc. complete.

Code No. 4.1A.1 Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material.

Code No. 5.1 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)

Code No. 5.3B Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction - using grade II metal and bitumen 60/70 grade.

Code No. 5.5 Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader maymbe used with application of bituminous binder after each layer and with key maggregates placed on top of the second layer to serve as a base conforming to the line, grades and cross-section specified ,the compacted layer thickness being 75mm. (As per MoRTH specification, 4th Revision)

Code No. 5.7B Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using bitumen 60/70 grade.

Code No. 6.2.MO Cleaning of the existing black topped surfaces with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 503.3.1 of MOST specification.

Code No. 6.5E.1.MO Providing and applying tackcoat on the prepared surface, heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on black topped surface bitumen @ 5kg/10sqm.

Code No. 1.17.1 Supplying and drawing following sizes of FRLS PVC insulated copper conductor single core cable in the existing surface / recessed steel / PVC conduit as required - 1 X 1.5 sqmm

Code No. 1.17.2 Supplying and drawing following sizes of FRLS PVC insulated copper conductor single core cable in the existing surface / recessed steel / PVC conduit as required - 2 X 1.5 sqmm

Code No. 1.17.11 Supplying and drawing following sizes of FRLS PVC insulated copper conductor single core cable in the existing surface / recessed steel / PVC conduit as required - 2 X 2.5 sqmm

Code No. 1.17.20 Supplying and drawing following sizes of FRLS PVC insulated copper conductor single core cable in the existing surface / recessed steel / PVC conduit as required - 2 X 4sqmm

Code No. 1.21.1 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required - 20mm

Code No. 1.21.2 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required - 25mm

Code No. 1.22.15 Supplying and fixing metal box of following sizes (nominal per size) on surface or inrecess with suitable size of phenolic laminated sheet cover in front including painting etc.as required - 250mm x 300 mm x 600 mm

Code No. 1.23.1 Supplying and fixing following piano type switch / socket on the existing switch box / cover including connections etc.as required - 5/6 A switch

Code No. 1.23.3 Supplying and fixing following piano type switch / socket on the existing switch box / cover including connections etc.as required - 2 way 15/16 A switch

Code No. 1.23.4 Supplying and fixing following piano type switch / socket on the existing switch box / cover including connections etc.as required - 3 pin 5/6 A socket outlet, piano type ISI marked

Code No. 1.23.5 Supplying and fixing following piano type switch / socket on the existing switch box / cover including connections etc.as required - 6 pin 15/16 A socket outlet

Code No. 2.3.2 Supplying and fixing following way , single pole and neutral, sheet steel , MCB disribution board , 240 V, on surface / recess , complete with tinned copper bus bar , neutral bus bar , earth bar , din bar , interconnections , powder painted including earthing etc. as required (But without MCB / RCCB / Isolator) - 8 way ,double door

Code No. 2.10.1 Supplying and fixing 5 A to 32 A rating , 240/415 V, 10 kA, p "C" curve , miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections , testing and commissioning etc .as required. - Single Pole

Code No. 5.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal / coke and salt) as required

Sl.No.1101 CODE No.3132-O Providing and fixing 600mm-1400rpm heavy dut exhaust fan (900rpm-AI) make - Almonard/usha

Sl.No.1096 Code No.3127-O Providing and fixing 1200 mm sweep double ball bearing ceiling fan - make almonard and usha

Sl.No.1211 Providing and fixing 60W LED street light fitting (orbit)

Sl. No.77 Code No. 1240 Supplying 20mm PVC junction box, two way

Non PSR Providing and fixing LED tube light fitting make:philips

Non PSR Providing and laying factory made chamfered edge 60mm thick cement concrete paver block of M-35 grade with approved color and designed in footpath, parks, lawns, driveways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mold, laid in required color and pattern over 50mm thick compacted bed of sand, compacting and proper embedding / laying of interlocking 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 sand, complete all as per direction of Engineer-in-Charge

Non PSR Making carnice on wall edges to 10cm thick to 15cm wide using brick bats/ flat bricks in cement mortar 1:2(1 cement :2 2 fine sand) as per detailed drawing and trowel finish in two layers at ana verage thickness of 25mm with cement mortor 1:4 (1 cement : 4 fine sand ) including moulding of arch surface all labour charges scaffolding cost of materials etc., complete.

Non PSR Moulding pedestal with decorative capital to 60cm wide as per drawing to 3 m hieght with brick work in cm 1:3 (1cement:3sand) and moulding capital with brick bats/ brick tiles with reinforecemnt and trowel finish in two laers with moulded bottom to 20cm height including cost of material, Labour charges scaffoldings etc,. complete.

Non PSR Providing and fixing decorative roofing sheet shingles from saint gobin including cost sheet and fixing charges

Non PSR Supply and Fixng of Mini Ski: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid. All products must clearly display the GS mark as has been issued in the EN16630 safety certificates. Upright structural posts of height 1.40 m is to be schedule HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing. The Standing Bars 991 mm and Dia 60 mm fabricated from 40 O.D. galvanized steel pipes Upper part of Support Handrails of size 1.04 m highand Dia 38 mm fabricated from 40mm O.D. and 32 mm O.D. galvanized steel pipes. The poles are welded on to a base plate made from steel with 114mm inner diametre. An Internal limiter prevents the equipment from moving uncontrollably.Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules. Maintenance : Maintain according to EN16630 and the maintenance guide. EQUIPMENT DIMENSIONS: 1.07 m x 0.78 m x 1.40 m with following standards1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications.

Non PSR Supply and Fixng of Arm and Pedal Bike: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid. All products must clearly display the GS mark as has been issued in the EN16630 safety certificates. Horizontal Structural post of length 1.10 m supporting Upright structural posts of height 1.23 m and Dia 60mm is to be schedule HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing. Pedals of size 108 mm & Bars of size 197 mm. The poles are welded on to a base plate made from steel with 60mm inner diametre. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules. Maintenance : Maintain according to EN16630 and the maintenance guide. EQUIPMENT DIMENSIONS: 1.43 m x 0.65 m x 1.23 m with following standards 1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications

Non PSR Supply and Fixng of Waist Twister: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid. All products must clearly display the GS mark as has been issued in the EN16630 safety certificates. Upright structural posts of height 1.35 m is to be schedule HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing. Circular Handrail Dia 42 mm fabricated from 42 O.D. galvanized steel pipes. The poles are welded on to a base plate made from steel with 114mm inner diametre. An Internal limiter prevents the equipment from moving uncontrollably.Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules.Maintenance : Maintain according to EN16630 and the maintenance guide. Equipment Dimensions: 1.44 m x 1.29 m x 1.35 m with following standards 1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications

Non PSR Supply and Fixng of Leg Stretch: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid.All products must clearly display the GS mark as has been issued in the EN16630 safety certificates. Upright structural posts of height 1.10 m is to be schedule HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing. Handrail rails of Dia 32 m. The poles are welded on to a base plate made from steel with 114mm inner diametre. Welded. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limliters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules. Maintenance : Maintain according to EN16630 and the maintenance guide. EQUIPMENT DIMENSIONS: 0.93 m x 0.81 m x 1.13 m with following standards 1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications

Non PSR Supply and Fixng of Rider: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid. All products must clearly display the GS mark as has been issued in the EN16630 safety certificates. Upright structural posts of height 0.5 m is to be schedule HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing. A single seat of size 330 mm x 250 mm fixed to the top of the vertical post and two Pedals & Bars of size 145 mm x 50 mm and Dia 38 mm fabricated from 40 O.D. galvanized steel pipes. The poles are welded on to a base plate made from steel with 114mm inner diametre. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules. Maintenance : Maintain according to EN16630 and the maintenance guide. EQUIPMENT DIMENSIONS: 0.91 m x 0.65 m x 1.27 m with following standards 1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications

Non PSR Supply and Fixng of Seated Chest Press: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid. All products must clearly display the GS mark as has been issued in the EN16630 safety certificates. Upright structural posts of height 1.88 m is to be schedule HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing. Two pair of U-Shaped Bars of 1.02 m and Dia 40 mm while the handles are placed at a spacing of 698 mm fabricated from 40 O.D. galvanized steel pipes. The poles are welded on to a base plate made from steel with 114mm inner diametre. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules. Maintenance : Maintain according to EN16630 and the maintenance guide. EQUIPMENT DIMENSIONS: 1.82 m x 0.69 m x 1.88 m with following standards 1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications

Non PSR Supply and Fixng of Health Walker: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid. All products must clearly display the GS mark as has been issued in the EN16630 safety certificates. Upright structural posts of height 1.25 m is to be schedule HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing. Two numbers of Foot Rest of size 361 mm x 161 mm are attached to the Standing Bars 957mm x 60 mm fabricated from 60 O.D. galvanized steel pipes. The poles are welded on to a base plate made from steel with 114mm inner diametre. An Internal limiter prevents the equipment from moving uncontrollably. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules. Maintenance : Maintain according to EN16630 and the maintenance guide. EQUIPMENT DIMENSIONS: 1.18 m x 0.553 m x 1.25 m with following standards 1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications

Non PSR Supply and Fixng of Self Weighted Rower: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid. All products must clearly display the GS mark as has been issued in the EN16630 safety certificates. Horizontal bars of length 1.26 m is to be schedule HOT DIP Galvanized steel with a 60mm O.D. and 2.2mm (wall) thickness of the tubing. Handle Bars of 0.74 m and Dia 38 mm fabricated from 40 O.D. galvanized steel pipes. The poles are welded on to a base plate made from steel with 114mm inner diametre. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules. Maintenance : Maintain according to EN16630 and the maintenance guide. EQUIPMENT DIMENSIONS: 1.26 m x 0.80 m x 1.59 m with following standards 1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications

Non PSR Supply and Fixng of Elliptical Cross Trainer: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid. All products must clearly display the GS mark as has been issued in the EN16630 safety certificates. Upright structural posts of height 1.25 m is to be schedule HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing. Two numbers of Foot rest of size 320 mm x 132 mm are attached to the Standing Bars 998 mm x 40 mm fabricated from 40 O.D. galvanized steel pipes. Lower part of Support Handrails of size 0.8 m high and Dia 47 mm and Upper part of Support Handrails of size 0.51 m high and Dia 32 mm fabricated from 47 mm O.D. and 32 mm O.D. galvanized steel pipes. The poles are welded on to a base plate made from steel with 114mm inner diametre. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules. Maintenance : Maintain according to EN16630 and the maintenance guide. EQUIPMENT DIMENSIONS: 1.02 m x 0.53 m x 1.52 m with following standards 1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications

Non PSR Supply and Fixng of Bicycle: All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors. The EN16630 & GS Mark certificates must be submitted during the technical bid and the same must reflect clearly on the notified certifying bodies websites as online verification is mandatory during technical bid. All products must clearly display the GS mark as has beenissued in the EN16630 safety certificates. Upright structural posts of height 1.31 m is to be schedule HOT DIP Galvanized steel with a 60 mm O.D. and 2.2mm (wall) thickness of the tubing. Two numbers of Pedal of size 113mm x 40mm & Rotating Disc of Dia 380 mm fabricated from 40 O.D. galvanized steel pipes. The poles are welded on to a base plate made from steel with 114mm inner diametre. Welded. Bearings : Maintenance-free ball bearings. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. The limiters must be in accordance with EN16630 safety norms. Scope of delivery : 1 completely pre- assembled equipment modules. Maintenance : Maintain according to EN16630 and the maintenance guide. EQUIPMENT DIMENSIONS: 1.11m x 0.51 m x 1.31 m with following standards 1. All products must be tested and certified to meet EN16630 safety standards with GS test marks. 2. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. 3. The GS mark EN16630 certificates must be in the name of supplier by themselves or through their authorized dealers or contractors. 4. These EN16630certificates must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. 5. All Tubular steel of 2.5mm thickness are galvanized and zinc dipped 6. All Joints should be Robotic Welded. 7. All metal parts are powder coated using – Great Wall Powder (or equivalent) to the thickness of 80-120 microns. 8. Equipment which have sway and moving parts, must have built in safety limiters that prevent unwanted and excessive movement, which can cause injuries. 9. The limiters must be in accordance with EN16630 safety norms. 10. Seat(s) and footrest, if any – Shall be made of LDPE material and fixed to the main frame 11. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be tamper resistant stainless steel. 12. Exposed hardware shall be covered with ultra violet stabilized plastic safety caps as a safety feature against protruding hardware, aesthetic pleasing against ugly exposed hardware and prevention against vandalism as well. 13. All open ends of pipe to be closed with GI/LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer-in-Charge. 14. High quality grip rubber should be used on handles. 15. Foothold shall be fixed on ground with concrete 1:2:4 and J shaped welded bolts and installed as per manufacturer specifications

Non PSR Supplying and fixing of M20 reinforced cement concrete bench 1.83 metres length, bottom slab 0.40m width with 0.065 thickness, back slab 0.28m depth and 0.05m thickness, side support handle of 0.070m thickness. Overall height of backside 1.04mts. Front side 0.64mts, including foundation concrete etc. complete as per the direction of Engineer-in-charge.

Non PSR Supplying anf fixing of Solar Photo voltaic modules, multicrystalline PV Panels, array consisting of 36 cells, with 12 watt LED Doom inbuilt automatic dusk automatic dusk to dawn controller, 40AA lead acid battery Solar panel mounting structure battery box, 15feet street light pole Installation, commissioning and packing, cables and wires and applicable taxes.

Non PSR Disposal of dismantled materials beyond 50mts and upto 2 Kms lead.

Non PSR Disposal of scarified road materials and debries rate including that of transporation of 2Km lead, loading and unloading etc. complete as directed by Engineer-in-charge

N K Gunasekaran