Tender For Construction For Extension In Existing Central Library On First Floor At Gsvm Medical College, Distt. Kanpur (U.P.), 1 Construction for Extension in Existing Central Library on First Floor at GSVM Medical College, Distt. Kanpur (U.P.) 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil 3 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 4 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 5 Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 6 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floor 7 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete First Floor 8 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floor but for slabs (Using M-25 Mix concrete) - Ground Floor 9 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floor but for slabs (Using M-25 Mix concrete)- First Floor 10 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floor but for thelighterbeams i.e. having spans upto 6 m. (Using M-25 Mix concrete)- Ground Floor upto plinth 11 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floor but for thelighterbeams i.e. having spans upto 6 m. (Using M-25 Mix concrete) - Above plinth 12 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floor but for thelighterbeams i.e. having spans upto 6 m. (Using M-25 Mix concrete) - First Floor 13 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floorbut inR.C.C.Raft foundation and footingwithapproved stone ballast. (UsingM-25Mix concrete) 14 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 400 mm dia piles 15 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. - Initial Test 16 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. - Routine Test 17 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floor but in R.C.C. columns ihaving strength not less than M-25. - Ground Floor upto plinth 18 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floor but in R.C.C. columns ihaving strength not less than M-25.- Above plinth 19 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Lintel) For 386 kg/Cum Concrete Ground Floor but in R.C.C. columns ihaving strength not less than M-25. - First Floor 20 Brick work with common burnt clay F.P.S. Bricks (non modular) bricks of class designation 7.5 infoundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 21 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 22 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 23 Brick work with common burnt clay F.P.S. Bricks (non modular) bricks of class designation 7.5 in in super-structure above plinth level up to floor two level (up to two storeys) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) Ground Floor 24 Brick work with common burnt clay F.P.S. Bricks (non modular) bricks of class designation 7.5 in in super-structure above plinth level up to floor two level (up to two storeys) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) First Floor 25 Brick work with common burnt clay F.P.S. Bricks (non modular) bricks of class designation 7.5 in in super-structure above plinth level up to floor two level (up to two storeys) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. - Ground Floor 26 Brick work with common burnt clay F.P.S. Bricks (non modular) bricks of class designation 7.5 in in super-structure above plinth level up to floor two level (up to two storeys) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. - First Floor 27 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. Ground Floor 28 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. First Floor 29 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.Ground Floor 30 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.First Floor 31 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 32 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sandGround Floor 33 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sandFirst Floor 34 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 finesand. Ground Floor 35 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 finesand. First Floor 36 Making grooves 10 to 12 X 12mm and upto 25 X 15 mm deep in plaster of the walls or in ceiling vertically or horizontally as required. 37 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm Ground Floor 38 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm First Floor 39 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm Ground Floor 40 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm First Floor 41 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm Ground Floor 42 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm First Floor 43 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. completeat all levels. Area of slab over 0.50 sqm Ground Floor 44 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. completeat all levels. Area of slab over 0.50 sqm First Floor 45 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. Ground Floor 46 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. First Floor 47 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Ground Floor 48 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. First Floor 49 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 50 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (a) Single leaf 51 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (b) Double leaf 52 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 53 24 mm thick factory made PVC door shutters made of stylesand rails of a uPVC hollow section of size 59x24 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 75x220 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 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. U cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as permanufacturers specification and direction of Engineer-in-charge. (For W.C. and bathroom doorshutter). sqm 54 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. - Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 55 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). 56 Providing & fixing Fly proof stainless steel grade 304 wire gauge with 0.5 mmdia. wire in U-Pvc window. 57 Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturers specification and direction of engineerin- charge. 58 Two coats Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. Ground Floor 59 Two coats Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. First Floor 60 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 base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. Ground Floor 61 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 base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. First Floor 62 Two coats Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. Ground Floor 63 Two coats Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. First Floor 64 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Ground Floor 65 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. First Floor 66 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 67 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 68 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 300 mm x 10mm 69 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 200 x 10mm 70 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.(a) 125 mm 71 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above 72 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 73 Construction of drain alongwith apron. 74 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 75 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 76 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. 77 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ? 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge.With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) 78 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) 79 Providing and fixing anodised aluminium doors,having 2 mm thick Aluminium section excluding coating & an average coating of 20 micron fully glazed made of Aluminium door tube size 83.5x44.65 mm as Vertical member and 11.40x44.45mm size tube in bottom & horizontal members Door chaukhat ahould be of Aluminium tubler vertical with two openable shutter. The rate will include cost of material fixture 5mm glass handles,locks,screw necessary beeding & excluding cost of floor spring if requred for proper complection of work as per directionof Engineer-in-charge. 80 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete 81 Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platformply 12 mm thick 82 Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers withply 12 mm thick 83 Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts 84 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 85 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white plastic seat and lid 86 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 87 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 88 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brassincluding painting of fittings and brackets, cutting and making good the walls and floors wherever required Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern 89 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade 90 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 15mm nominal bore 91 Providing and fixing CP Brass 32 mm sizeBottal Trap of approved quality & make and as per thedirection of Enginer-in-charge. 92 Providing and fixing Toilet paper holder C.P. brass 93 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 94 Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc. 95 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 10 mm gap for thermal expansion . (i) Single socketed pipes. 110mm diameter 96 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 97 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 brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110mm 98 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 99 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(internal work) Exposed on wall 50mm dia nominal bore 100 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 50mm dia nominal bore. 101 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. internal work -Exposed on wall 25mm dia nominal outer dia pipes 102 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes 103 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 20mm dia nominal outer dia pipes 104 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 25mm dia nominal outer dia pipes 105 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore 106 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 15mm nominal bore 107 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 108 Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore 109 Providing and fixing gun metal gate valve with wheel of approved quality. 50mm dia nominal bore 110 Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS: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. 111 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 112 Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter 113 Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 200mm diameter 114 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 100mm diameterS.W. Pipe 115 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 200mm diameterS.W. Pipe 116 Providing and fixing square mouth S.W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design: 150 x 100 mm. size P type With Sewer bricks conforming to IS : 4885 117 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 For Sewer Line 118 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 Extra for depth of man hole size 90x80 cm 119 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar 120 Provding and fixing gun metal non return valve of approved quality (screwed end) 80 mm nominal bore Vertical 121 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. External work 50mm nominal bore. 122 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. External work 80mm nominal bore. 123 Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 50 mm diameter pipe 124 Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 80 mm diameter pipe 125 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 50 mm nominal bore 126 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 80 mm nominal bore 127 Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for stop cock, withC.I. surface box 100x100x75mm(inside) with hinged cover fixed in cement concrete slab1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks 128 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm dia nominal bore 129 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work. 75 mm O.D. 130 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work. 110 mm O.D. 131 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 132 Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. Size 110 mm 133 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. Group C 134 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular type switch, modular plate, suitable G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 135 Wiring for circuit/sub-main wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 2X1.5 sqmm + 1x1.5 sqmm earth wire 136 Wiring for circuit/sub-main wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 2X2.5 sqmm + 1x 2.5 sqmm earth wire 137 Wiring for circuit/sub-main wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 2X4.0 sqmm + 1x 4.0 sqmm earth wire 138 Wiring for circuit/sub-main wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 4X10 sqmm + 2x 6.0 sqmm earth wire 139 Wiring for circuit/sub-main wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 4X16 sqmm + 2x 6.0 sqmm earth wire 140 Supplying and drawing following pair 0.5 sqmm FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 2 Pair 141 Supplying and drawing co-axial TV cable RG-6 graded, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 142 Supply and fixing of following size of PVC conduit alongwith the accessories in recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required: 20mm 143 Supply and fixing of following size of PVC conduit alongwith the accessories in recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required: 25mm 144 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. Telephone socket outlet 145 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. TV antenna socket outlet 146 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. Bell Push 147 Supply and fixing of stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 148 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 149 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required.1 or 2 module(75mm X 75 mm ) 150 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch,connection etc. as required. 151 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,connection etc. as required. 152 Supplying and fixing 3 pin 5 A ceiling rose on the existing junction box/woodedn block including connectionetc. as required. 153 Supplying and fixing brass batten/angle holder including connectionetc. as required. 154 Instalation,testing & commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLSCFL/LED lamps per fitting, complete with all accessories including connection etc. as required. 155 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 156 Installation, testing and commissioning of prewired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. PVC insulated, copper conductor, single core cable etc. as required. 157 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.Including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 158 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. 159 Installation of exhaust fan in the existing opening, including making good the damage, connections, testing, commissioning etc. as required.upto 450 mm sweep. 160 Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. 161 Wiring for group controlled(looped) light point/fan point/exhaust fan point/call bell point(without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper condutor single core cable in suface/recessed PVC conduit, and earthing the point with 1.5 sq. mm. FRLS PVA insulated copper conductor single core cable etc. as required. Group C 162 Providing and fixing circular/Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 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 screwed, one loc at the conrners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 163 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Disect Current(BLDC) motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value(CM/M/W) minimum 6, Air delivery minimum 210 Cum/Min, 350 RPM(tolerance as per IS: 374-2019), THD less than 10% remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise= 75 degree C(max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 164 Supplying and fixing followingway, Horizontal type three pole and neutral MCB distribution board, 415 volts on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 4 way (4 + 12), Double door 165 Supplying and fixing followingway, Horizontal type three pole and neutral MCB distribution board, 415 volts on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 6 way (4 + 18), Double door 166 Supplying and fixing followingway, Horizontal type three pole and neutral MCB distribution board, 415 volts on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 8 way (4 + 24), Double door 167 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. Single Pole 168 Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required. 169 Providing and fixing M.V. danger notice plate of 200 mmx150 mm, made of mild steelm at least 2 mm thick, and viterous enameled whithe on bothe sides, and with incription in single red colour on front side as required. 170 Suplying and fixing cable end box(Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution borad, 415 Volts, on surface/recess, complete with testing and commissoning ect. As required. For 4 way, Double Door TPNMCBDB 171 Suplying and fixing cable end box(Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution borad, 415 Volts, on surface/recess, complete with testing and commissoning ect. As required. For 6 way, Double Door TPNMCBDB 172 Suplying and fixing cable end box(Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution borad, 415 Volts, on surface/recess, complete with testing and commissoning ect. As required. For 8 way, Double Door TPNMCBDB 173 Supply and installing of following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, jointed with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required 600mmwidth x 62.5mm depth x 2.0mm thickness 174 Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. 175 Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 176 Supplying and Laying of 6 SWG G.I wire at 0.50 metre below ground level for conductor earth electrode, including connection / terminating with G.I. thimble etc. as required. 177 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Above 35 sq. mm and Upto 95 sq. mm. 178 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Above 185 sq. mm and Upto 400 sq. mm. 179 Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3.5 X 70 sqmm. (38mm) 180 Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3.5 X 240 sqmm. (62mm) 181 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. 150 mm Dia 182 Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 70 sqmm 3.5 core 183 Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 240 sqmm 3.5 core 184 Supply, & Erraction of factory fabricated & wired metal clad dust and vermin proof floor mounted,M.S. channel base with bottom and top cable entreis electrical control panel with TPN MCCBs (four pole 36 KA with thermal magnatic release ) switches complete and instrument chamber etc. complete in all respects. the instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase votage and single phase voltage, current and other parameters(KVA,PF,KW etc) in each phase with touchtype selector switches for different reading instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic aluminium basbar as per IS 8623 or above insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. the MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. the job includes the grounting of the board as per directions of Engineer-incharge. All out going of 100 Amp and above shall have an Ammeter. the panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. cubicle type switch board shall be of cat A & B only. Incoming :400 Amp. MCCB - 1NoCat. B Panel Cubicale Type Metering : One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch. One (1) No. (0-400A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc. Bus Bar : One (1) No.500 A, TPN aluminimum bus bar of suitable length. Outgoing : Phase indication lamps on each outgoing to be provided. 200Amp 4P MCCB - 1No. 63Amp 4P MCB - 4No. 40Amp 4P MCB - 2No. 40Amp 4P MCB - 1Nos.-Spare 63Amp 4P MCB - 1Nos.-Spare 185 A.C. PANEL - Incoming : 200 Amp. MCCB - 1NoCat. B Panel Cubicale Type Metering :One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.One (1) No. (0-200A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.Bus Bar : One (1) No.250 A, TPN aluminimum bus bar of suitable length. Outgoing : Phase indication lamps on each outgoing to be provided. 63Amp 4P MCB - 4No. 40Amp 4P MCB - 1Nos.-Spare 63Amp 4P MCB - 1Nos.-Spare 186 Supply of1X17 W mirror light complete in all respects. Make-Philips or Eq 187 Supply of12 W LED BULB complete in all respect. Make-Philips or Eq 188 Supply ofLED Tube Light with batten suitable for up to 1X20 watt LED tube light complete including tube etc. on surface/Pendent complete in all respect.Make-Philips or Eq 189 Supply of 15 Wattindoor Recessmounting LED Square fittingfor Armstrong Ceiling having powder coated die cast Aluminium housing with heat sink, diffuser of Polycarbonate material and driver set complete in all respect.Make-Philips or Eq 190 Supply of 36 Watt above 3300 leumin indoor recess/Surface/Pendent mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing withextendedheat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect.Make-Philips or Eq 191 Supply of recess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects.Make-Philips or Eq 192 Supply & erection ofHigh speed Wall FanAC 230/250 Volts, 50 Hz 110w 1750 rpm including nuts, bolts, mounting frame and other accessorieswith connections etc. complete as required. Make: Havells-STANDARD -SW 18450 mm sweep. 193 Supply and fixing following rateing four pole, 415 V, MCB in the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 40 A,4P MCB-Bracking Capacity-10 kA, C-Curve-Make-Havells 194 Supply and fixing following rateing four pole, 415 V, MCB in the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 63 A,4P MCB-Bracking Capacity-10 kA, C-Curve-Make-Havells 195 S/f of 20/30 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same 196 (A) Supplying, Installation, Testing & Commissioning ofElectric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required:(Terrace Pump) (B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal confirming to IS 1520. (C) Suitable HP Squirrel cage indution motor, TEFC type suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, confirming to IS-325. (D) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (E) Suitable cement concrete foundation duly plastered with anti vibration pads. 450 lpm at 35 m head 197 Providing, laying, testing & Commissioning ofC class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of syntetic enamel paint of required shade complete as required: 25 mm dia 198 Providing, laying, testing & Commissioning ofC class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of syntetic enamel paint of required shade complete as required: 100 mm dia 199 Supplying & fixing single headed internal yard hydrant valve with instantaneousGunmetal/Stainless Steel coupling of63 mm dia with cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required: Single headed Gunmetal 200 Supplying, fixing, testing & commission of butterfly valve ofPN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required: 100 mm dia 201 Supplying & fixing orifice plate made out of 6 mm thick stainless steel(grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required: 202 Providing, installation, testing and commission of non-return valve offollowing sizes confirming to IS: 5312 complete with rubber gaskets GI bolts, nuts, washers etc as required: 100 mm dia 203 Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. confirming to IS 636(type-A) as required: Gun Metal 204 Supplying & fixing First-aid hose Reel with MS construction spray painted in post office red,conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic(Textile reinforced) type-2 as per IS:12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipments on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 30 m 205 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required. Gun Metal 206 Supplying & fixing air vessel made out of 250 mm dia,8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required. 207 Providing & fixing of pressure switch in M.S. pipe line including connection etc as required. 208 Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS: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. 209 Supplying, installation, testing & commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices(including detector) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memroy(EPROM), power supply(230+-5% V, 50hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall to have facility to connect printer to printout log and facikity to seamless integration with analog/digital voice evacuation system(which is part of the schedule of work under SH:PA system) and shall be complete with all accessories. The panel shall be compatible for IBMS system with open protocol BACnet/Modbus over IPcomplete as per specifications. Ten Loop Panel 210 Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required. 211 Supplying, installation, testing & commissioning responce indicator on surface/recess MS box having two LEDs metallic cover complete with all connections etc. as required. 212 Supplying, installation, testing & commissioning of fault isolator complete with base as required. 213 Supplying, installation, testing & commissioning of addressable fire control moudle complete as required. 214 Supplying, installation, testing & commissioning of addressable phone control moudle complete as required. 215 Supplying, installation, testing & commissioning of addressable manual call point complete as required. 216 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. 217 Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required. 218 Supplying, installation, testing & commissioning of fire fighter phone jack complete as required. 219 Supplying & laying of 2X1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. 220 Supplying & laying 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 221 Supply and fixing of following sizes of medium class PVC conduit alongwith the accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required: 25 mm 222 Providing, laying, testing & Commissioning ofC class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of syntetic enamel paint of required shade complete as required: 80 mm dia 223 Providing, laying, testing & Commissioning ofC class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of syntetic enamel paint of required shade complete as required: 100 mm dia 224 Supplying & fixing single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required: Single headed Gunmetal 225 Supplying, fixing, testing & commission of butterfly valve ofPN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required: 80 mm dia 226 Supplying, fixing, testing & commission of butterfly valve ofPN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required: 100 mm dia 227 Providing, installation, testing and commission of non-return valve offollowing sizes confirming to IS: 5312 complete with rubber gaskets GI bolts, nuts, washers etc as required: 100 mm dia 228 Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. confirming to IS 636(type-A) as required: Gun Metal 229 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required. Gun Metal 230 Supplying & fixing ofFire brigade connection of cast iron body with gun metal male instantaneous inlet coupling complete with cap and chain as required. for suitable dia MS pipe connection conforming to IS 904 as required: 2 way-100 mm dia M.S. Pipe 231 Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity(ISI Marked IS:15683 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 232 Supply & fixing of CO2 type fire extinguisher,6.5 kg. capacity(ISI Marked IS:2878 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 233 Providing/Fixing of Fire Hose cabinet box made out of 18 gauge MS sheet including two coats of post office red paint over one coat of primer with 4 mm, thick glass door in front painted “FIRE” in red luminous paint. The size of the box should be 750 mm X 600 mm X 250 mm size capable of accommodating a pair of hose with coupling and nozzle. The box should be floor mounted type with railway coach lock arrangement and lever for opening the door after breaking the glass complete.Make : Standard/Lifeguard or EQ. 234 Supplying and fixing of Self Glow Exit signage for stairs and exits made out from not less than 4 mm of transparent acrylic sheet of 300 x 150 mm size with self illuminated plastic words of 100 mm height suspended from ceiling by means of M.S. chain or fixed of the walls as required and as directed at site..(MAKE : Agni Suraksha (ASES) / Securiton-aka /System Sensor) 235 Supplying and fixing of Fire man axe.Make :- Agni Suraksha (ASES) or EQ 236 Supply, Installation, Testing and Commissioning of electronic siren with suitable audible range of 1 k.m. approximately 4 watt.complete in all respects. Make :- Agni Suraksha (ASES) or EQ. 237 Providing/Fixing of cubical type floor mounted Fire pump control panel fabricated from 16 G M.S. sheet duly powder coated finish of approved shade and comprisingof :a) 40 amp 3 Pole MCCB, 50Hz with breaking capacity 10KW.b)One Volt meter (0-500 V) with selector switch.c) One set including lamps.Make :- Make :- Agni Suraksha (ASES)/ABB/L&T or EQ. 238 Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth 239 Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m to 3.0m. depth 240 Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 3.0m to 4.5m. depth 241 Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 4.5m to 6.0m. Depth 242 Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 243 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 244 Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to 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 20mm nominal size) 245 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tnsile steel bars. 246 Centring and shuttering including struting , proping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platform. 247 15mm cement plaster on rough side of single or half brick wall mix1:4 (1 cement : 4 coarse sand) 248 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 249 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 250 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually. 251 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia 252 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 253 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 254 Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. 255 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. 256 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 257 Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter 258 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameterS.W. Pipe 259 Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. a) Inside size 60x60 cm & 60 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. 260 SITC of JCH ( Hitachi ) VRF Outdoor Unit 24 HPHeat Pump Type 261 SITC of JCH ( Hitachi ) VRF Outdoor Unit 20 HPHeat Pump Type 262 SITC of JCH ( Hitachi ) VRF Outdoor Unit 16 HPHeat Pump Type 263 VRF INDOOR UNITSITC of Indoorunitsaddress setting and capacity as mentioned below. multispeedmotor,coil sectionwith DXcoil, outer cabinet, drain pan mechanism insulation, pipe connections and fresh air intake connectoras per Hitachi specifications.4 WAY CASSETTE:3.0 HP 264 VRF INDOOR UNITSITC of Indoorunitsaddress setting and capacity as mentioned below. multispeedmotor,coil sectionwith DXcoil, outer cabinet, drain pan mechanism insulation, pipe connections and fresh air intake connectoras per Hitachi specifications.4 WAY CASSETTE:4.0 HP 265 Supply of Multikit Joints-Indoors 266 Supply of Multikit Joints-Outdoor 267 Supply of Cordless remote WITH Reciever kit for 4 Way Cassette AC 268 GAS TOPUP & COMMISSIONING OF SYSTEMFirst Starting of VRF System including topping R410A gas per site requirments.(R410A Make : Dupont , Honeywell) 269 REFRIGERANT PIPING - Supply installation testing and commissioning of Interconnectingrefrigerantpipe work with (19mm/13 mm thick) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perHITACHI STD. & specifications,all pipinginsidethe roomshallbe properlysupportedwithMShanger.Make:- Mandev, Maxflow or equivalent (Copper Pipe)Make:- Superlon, Accoflex, A-Flex or equivalent (Insulation) Make:- Harris (Brazing Rod)38.1 mm dia 19 mm thk. Insulation 270 34.9 mm dia 19 mm thk. Insulation 271 31.175 mm día 19 mm thk. Insulation 272 28.6 mm día 19 mm thk. Insulation 273 25.4 mm dia 19 mm thk. Insulation 274 22.2 mm dia 19 mm thk. Insulation 275 19.04 mm dia 19 mm thk. Insulation 276 15.9 mm dia 13 mm thk. Insulation 277 12.7 mm dia 13 mm thk. Insulation 278 9.5 mm dia 13 mm thk. Insulation 279 Covering of Copper pipes at Outdoor 280 DRAIN PIPINGProviding and fixing rigid PVC piping complete withfittings, supportsas per HITACHI STD.&specifications and duly Clamped.Make:- Supreme, Astral, or equivalent32 mm dia 281 DRAIN PIPINGProviding and fixing rigid PVC piping complete withfittings, supportsas per HITACHI STD.&specifications and duly Clamped.Make:- Supreme, Astral, or equivalent40 mm dia 282 Drain Hose Connector 283 CONTROL CABLINGsupply & fixing of control cum transmission wiring (Sheilded) of Copper conductor cable alongwith conduite for looping between indoor & outdoor VRF system & to main Central remote controller systemMake:- Polycab, Jhonson or equivalent2 C X0.75 Sq. mm 284 Minor Civil Work/ Wall cutting / Core Cutting 285 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 286 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 287 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 288 Class -150 brick work in 1:4 cement and coarse sand mortar infoundation and plinth including supply of all materails , labourtools and plants etc. required for proper completetion of the work. 289 Providing and laying cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone ballast 40 mm. nominal size ) indcluding supply of all materials , labours and T & Petc. required for proper completion of the work and curing complete , Also including cost of form work in foundation. 290 Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 291 GST Extra as per applicable
