Tender For Proposed Devolopment Plan Of Gd Block Ground Under Bidhanagar Municipal Corporation
Tender Value
3.07 Crore
Estimated cost
Bid Submission
29 Sep 2026
13 days left
EMD
6.15 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas North → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Proposed Devolopment Plan Of Gd Block Ground Under Bidhanagar Municipal Corporation
BOQ
| Sl. No. | Item Description |
| 1 | Seating Gallery (27.8 m x 3 m) 1st |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 5 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 8 | Fabrication and manufacturing of solid precast concrete element with provisions of shearkeys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately)Concrete grade M-35 (Cement content 370 kgs) |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 13 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 14 | Structural steel work in single section, fixed with or without connecting plate, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 15 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer, including welding and bolted with special shaped washers etc. complete. |
| 16 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 17 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 18 | 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. |
| 19 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 20 | 75 mm bend |
| 21 | 75 mm Shoe |
| 22 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 23 | Seating Gallery (27.8 m x 3 m) 2nd |
| 24 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 25 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 26 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 27 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 28 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 29 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 30 | Fabrication and manufacturing of solid precast concrete element with provisions of shearkeys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately)Concrete grade M-35 (Cement content 370 kgs) |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 33 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 34 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 35 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 36 | Structural steel work in single section, fixed with or without connecting plate, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 37 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer, including welding and bolted with special shaped washers etc. complete. |
| 38 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 39 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 40 | 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. |
| 41 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 42 | 75 mm bend |
| 43 | 75 mm Shoe |
| 44 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 45 | Seating Gallery (40 m x 6 m) |
| 46 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 47 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 48 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 49 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 50 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 51 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 52 | Fabrication and manufacturing of solid precast concrete element with provisions of shearkeys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately)Concrete grade M-35 (Cement content 370 kgs) |
| 53 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 54 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 55 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 56 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 57 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 58 | Structural steel work in single section, fixed with or without connecting plate, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 59 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer, including welding and bolted with special shaped washers etc. complete. |
| 60 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 61 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 62 | 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. |
| 63 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 64 | 75 mm bend |
| 65 | 75 mm Shoe |
| 66 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 67 | Store Room |
| 68 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 69 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 70 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 71 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 72 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 73 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 74 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 75 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 76 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 77 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 78 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 79 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 80 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminiumsnap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)1.80 Kg per Sqm |
| 81 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 82 | Powder coated aluminium (minimum thickness of powder coating 50 micron)10 kg per Sqm |
| 83 | Pre-laminated particle board with decorative lamination on both sides |
| 84 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 85 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revitarchitecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShapedAngles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchorbolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 86 | Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000,category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed withsilicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsumplaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 87 | Providing and fixing in all exterior face panels breathable vapour barrierunderneath the cement fiber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 88 | Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. |
| 89 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183,having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwith screw, rawel plug & washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. |
| 90 | 50 mm PIR insulated roof panel, PPGI/PPGL skin, including fasteners, sealant, trims and installation |
| 91 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 92 | 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. |
| 93 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 94 | 75 mm bend |
| 95 | 75 mm Shoe |
| 96 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 97 | Store Room Electrical |
| 98 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 99 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 100 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 101 | 5/6 A, 3 pin socket outlet |
| 102 | 15/16 amp , one way switch |
| 103 | 15/16 amp , 6 pin socket outlet |
| 104 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 105 | 3 module |
| 106 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 107 | 12-15 watt |
| 108 | 18-22 Watt |
| 109 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 110 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 111 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 112 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 113 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 114 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 115 | Refree Room |
| 116 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 117 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 118 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 119 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 120 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 121 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 122 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 123 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 124 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 125 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 126 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 127 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 128 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 129 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminiumsnap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)1.80 Kg per Sqm |
| 130 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 131 | Powder coated aluminium (minimum thickness of powder coating 50 micron)10 kg per Sqm |
| 132 | Pre-laminated particle board with decorative lamination on both sides |
| 133 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 134 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revitarchitecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShapedAngles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchorbolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 135 | Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000,category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed withsilicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsumplaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 136 | Providing and fixing in all exterior face panels breathable vapour barrierunderneath the cement fiber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 137 | Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. |
| 138 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183,having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwith screw, rawel plug & washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. |
| 139 | 50 mm PIR insulated roof panel, PPGI/PPGL skin, including fasteners, sealant, trims and installation |
| 140 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 141 | 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. |
| 142 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 143 | 75 mm bend |
| 144 | 75 mm Shoe |
| 145 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 146 | Refree Room Electrical |
| 147 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 148 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 149 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 150 | 5/6 A, 3 pin socket outlet |
| 151 | 15/16 amp , one way switch |
| 152 | 15/16 amp , 6 pin socket outlet |
| 153 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 154 | 3 module |
| 155 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 156 | 12-15 watt |
| 157 | 18-22 Watt |
| 158 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 159 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 160 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 161 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 162 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 163 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 164 | Coach Room No 1 |
| 165 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 166 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 167 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 168 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 169 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 170 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 171 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 172 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 173 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 174 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 175 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 176 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 177 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 178 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminiumsnap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)1.80 Kg per Sqm |
| 179 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 180 | Powder coated aluminium (minimum thickness of powder coating 50 micron)10 kg per Sqm |
| 181 | Pre-laminated particle board with decorative lamination on both sides |
| 182 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 183 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revitarchitecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShapedAngles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchorbolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 184 | Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000,category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed withsilicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsumplaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 185 | Providing and fixing in all exterior face panels breathable vapour barrierunderneath the cement fiber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 186 | Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. |
| 187 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183,having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwith screw, rawel plug & washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. |
| 188 | 50 mm PIR insulated roof panel, PPGI/PPGL skin, including fasteners, sealant, trims and installation |
| 189 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 190 | 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. |
| 191 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 192 | 75 mm bend |
| 193 | 75 mm Shoe |
| 194 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 195 | Coach Room No 1 Electrical |
| 196 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 197 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 198 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 199 | 5/6 A, 3 pin socket outlet |
| 200 | 15/16 amp , one way switch |
| 201 | 15/16 amp , 6 pin socket outlet |
| 202 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 203 | 3 module |
| 204 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 205 | 12-15 watt |
| 206 | 18-22 Watt |
| 207 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 208 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 209 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 210 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 211 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 212 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 213 | Coach Room No 2 |
| 214 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 215 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 216 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 217 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 218 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 219 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 220 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 221 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 222 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 223 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 224 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 225 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 226 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 227 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminiumsnap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)1.80 Kg per Sqm |
| 228 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 229 | Powder coated aluminium (minimum thickness of powder coating 50 micron)10 kg per Sqm |
| 230 | Pre-laminated particle board with decorative lamination on both sides |
| 231 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 232 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revitarchitecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShapedAngles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchorbolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 233 | Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000,category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed withsilicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsumplaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 234 | Providing and fixing in all exterior face panels breathable vapour barrierunderneath the cement fiber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 235 | Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. |
| 236 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183,having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwith screw, rawel plug & washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. |
| 237 | 50 mm PIR insulated roof panel, PPGI/PPGL skin, including fasteners, sealant, trims and installation |
| 238 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 239 | 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. |
| 240 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 241 | 75 mm bend |
| 242 | 75 mm Shoe |
| 243 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 244 | Coach Room No 2 Electrical |
| 245 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 246 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 247 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 248 | 5/6 A, 3 pin socket outlet |
| 249 | 15/16 amp , one way switch |
| 250 | 15/16 amp , 6 pin socket outlet |
| 251 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 252 | 3 module |
| 253 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 254 | 12-15 watt |
| 255 | 18-22 Watt |
| 256 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 257 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 258 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 259 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 260 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 261 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 262 | Doctor Room |
| 263 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 264 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 265 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 266 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 267 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 268 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 269 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 270 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 271 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 272 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 273 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 274 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 275 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 276 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminiumsnap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)1.80 Kg per Sqm |
| 277 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 278 | Powder coated aluminium (minimum thickness of powder coating 50 micron)10 kg per Sqm |
| 279 | Pre-laminated particle board with decorative lamination on both sides |
| 280 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 281 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revitarchitecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShapedAngles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchorbolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 282 | Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000,category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed withsilicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsumplaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 283 | Providing and fixing in all exterior face panels breathable vapour barrierunderneath the cement fiber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 284 | Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. |
| 285 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183,having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwith screw, rawel plug & washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. |
| 286 | 50 mm PIR insulated roof panel, PPGI/PPGL skin, including fasteners, sealant, trims and installation |
| 287 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 288 | 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. |
| 289 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 290 | 75 mm bend |
| 291 | 75 mm Shoe |
| 292 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 293 | Doctor Room Electrical |
| 294 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 295 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 296 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 297 | 5/6 A, 3 pin socket outlet |
| 298 | 15/16 amp , one way switch |
| 299 | 15/16 amp , 6 pin socket outlet |
| 300 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 301 | 3 module |
| 302 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 303 | 12-15 watt |
| 304 | 18-22 Watt |
| 305 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 306 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 307 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 308 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 309 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 310 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 311 | Office Room |
| 312 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 313 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 314 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 315 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 316 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 317 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 318 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 319 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 320 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 321 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 322 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 323 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 324 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 325 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminiumsnap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)1.80 Kg per Sqm |
| 326 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 327 | Powder coated aluminium (minimum thickness of powder coating 50 micron)10 kg per Sqm |
| 328 | Pre-laminated particle board with decorative lamination on both sides |
| 329 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 330 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revitarchitecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShapedAngles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchorbolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 331 | Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000,category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed withsilicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsumplaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 332 | Providing and fixing in all exterior face panels breathable vapour barrierunderneath the cement fiber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 333 | Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. |
| 334 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183,having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwith screw, rawel plug & washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. |
| 335 | 50 mm PIR insulated roof panel, PPGI/PPGL skin, including fasteners, sealant, trims and installation |
| 336 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 337 | 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. |
| 338 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 339 | 75 mm bend |
| 340 | 75 mm Shoe |
| 341 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 342 | Office Room Electrical |
| 343 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 344 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 345 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 346 | 5/6 A, 3 pin socket outlet |
| 347 | 15/16 amp , one way switch |
| 348 | 15/16 amp , 6 pin socket outlet |
| 349 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 350 | 3 module |
| 351 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 352 | 12-15 watt |
| 353 | 18-22 Watt |
| 354 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 355 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 356 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 357 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 358 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 359 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 360 | Dressing Room No 1 |
| 361 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 362 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 363 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 364 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 365 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 366 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 367 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 368 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 369 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 370 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 371 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 372 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 373 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 374 | Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm |
| 375 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness tobe 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 stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointingwith grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 376 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminiumsnap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)1.80 Kg per Sqm |
| 377 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 378 | Powder coated aluminium (minimum thickness of powder coating 50 micron)10 kg per Sqm |
| 379 | Pre-laminated particle board with decorative lamination on both sides |
| 380 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 381 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revitarchitecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShapedAngles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchorbolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 382 | Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000,category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed withsilicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsumplaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 383 | Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on 8mmthick fiber cement board conforming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately) |
| 384 | Providing and fixing in all exterior face panels breathable vapour barrierunderneath the cement fiber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 385 | Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. |
| 386 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183,having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwith screw, rawel plug & washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. |
| 387 | 50 mm PIR insulated roof panel, PPGI/PPGL skin, including fasteners, sealant, trims and installation |
| 388 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 389 | 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. |
| 390 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 391 | 75 mm bend |
| 392 | 75 mm Shoe |
| 393 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 394 | Dressing Room No 1 Electrical |
| 395 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 396 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 397 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 398 | 5/6 A, 3 pin socket outlet |
| 399 | 15/16 amp , one way switch |
| 400 | 15/16 amp , 6 pin socket outlet |
| 401 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 402 | 3 module |
| 403 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 404 | 12-15 watt |
| 405 | 18-22 Watt |
| 406 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 407 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 408 | 12\\" (300mm) Exhaust fan |
| 409 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 410 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 411 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 412 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 413 | Dressing Room No 1 Plumbing |
| 414 | Providing and fixing white vitreous china pedestal type water closet (European type W.C.pan) with seat and 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 andfixtures complete, including cutting and making good the walls and floors wherever requiredW.C. pan with ISI marked white solid plastic seat and lid |
| 415 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 416 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 417 | Providing, laying and jointing glazed stoneware 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 :150 mm diameter |
| 418 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet |
| 419 | 100 mm dia steel Jali |
| 420 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes |
| 421 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 walls )25 mm nominal dia Pipes |
| 422 | 32 mm nominal dia Pipes |
| 423 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal dia Pipes |
| 424 | 20 mm nominal dia Pipes |
| 425 | Providing and fixing gun metal non- return valve of approved quality (screwed end)25 mm nominal boreHorizontal |
| 426 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes |
| 427 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 walls )25 mm nominal dia Pipes |
| 428 | 32 mm nominal dia Pipes |
| 429 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal dia Pipes |
| 430 | 20 mm nominal dia Pipes |
| 431 | Providing and fixing G.M. non return valve Horizontal/Vertical type of approved quality as per specification and direction of E/I.Horizontal - 25 mm dia |
| 432 | 32 mm nominal bore |
| 433 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS 12818 and making good the same etc. complete as per direction of Engineer-in charge |
| 434 | 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.Water tank |
| 435 | Dressing Room No 2 |
| 436 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 437 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 438 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 439 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 440 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 441 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 442 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 443 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 444 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 445 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 446 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 447 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 448 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 449 | Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm |
| 450 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness tobe 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 stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointingwith grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 451 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminiumsnap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)1.80 Kg per Sqm |
| 452 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 453 | Powder coated aluminium (minimum thickness of powder coating 50 micron)10 kg per Sqm |
| 454 | Pre-laminated particle board with decorative lamination on both sides |
| 455 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 456 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revitarchitecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShapedAngles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchorbolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 457 | Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000,category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed withsilicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsumplaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 458 | Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on 8mmthick fiber cement board conforming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately) |
| 459 | Providing and fixing in all exterior face panels breathable vapour barrierunderneath the cement fiber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 460 | Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. |
| 461 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183,having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwith screw, rawel plug & washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. |
| 462 | 50 mm PIR insulated roof panel, PPGI/PPGL skin, including fasteners, sealant, trims and installation |
| 463 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 464 | 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. |
| 465 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 466 | 75 mm bend |
| 467 | 75 mm Shoe |
| 468 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 469 | Dressing Room No 2 Electrical |
| 470 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 471 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 472 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 473 | 5/6 A, 3 pin socket outlet |
| 474 | 15/16 amp , one way switch |
| 475 | 15/16 amp , 6 pin socket outlet |
| 476 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 477 | 3 module |
| 478 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 479 | 12-15 watt |
| 480 | 18-22 Watt |
| 481 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 482 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 483 | 12\\" (300mm) Exhaust fan |
| 484 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 485 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 486 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 487 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 488 | Dressing Room No 2 Plumbing |
| 489 | Providing and fixing white vitreous china pedestal type water closet (European type W.C.pan) with seat and 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 andfixtures complete, including cutting and making good the walls and floors wherever requiredW.C. pan with ISI marked white solid plastic seat and lid |
| 490 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 491 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 492 | Providing, laying and jointing glazed stoneware 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 :150 mm diameter |
| 493 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet |
| 494 | 100 mm dia steel Jali |
| 495 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes |
| 496 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 walls )25 mm nominal dia Pipes |
| 497 | 32 mm nominal dia Pipes |
| 498 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal dia Pipes |
| 499 | 20 mm nominal dia Pipes |
| 500 | Providing and fixing gun metal non- return valve of approved quality (screwed end)25 mm nominal boreHorizontal |
| 501 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes |
| 502 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 walls )25 mm nominal dia Pipes |
| 503 | 32 mm nominal dia Pipes |
| 504 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal dia Pipes |
| 505 | 20 mm nominal dia Pipes |
| 506 | Providing and fixing G.M. non return valve Horizontal/Vertical type of approved quality as per specification and direction of E/I.Horizontal - 25 mm dia |
| 507 | 32 mm nominal bore |
| 508 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS 12818 and making good the same etc. complete as per direction of Engineer-in charge |
| 509 | 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.Water tank |
| 510 | Gym Room |
| 511 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 512 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 513 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 514 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 515 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 516 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 517 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 518 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 519 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 520 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 521 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 522 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 523 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 524 | Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm |
| 525 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminiumsnap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)1.80 Kg per Sqm |
| 526 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 527 | Powder coated aluminium (minimum thickness of powder coating 50 micron)10 kg per Sqm |
| 528 | Pre-laminated particle board with decorative lamination on both sides |
| 529 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 530 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and makinggood etc. complete. |
| 531 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revitarchitecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShapedAngles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched withdimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchorbolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT.The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 532 | Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000,category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed withsilicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsumplaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 533 | Providing and fixing in all exterior face panels breathable vapour barrierunderneath the cement fiber board as per National Building Code 2009complete as per direction of Engineer-in-charge. |
| 534 | Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on 8mmthick fiber cement board conforming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately) |
| 535 | Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with selfdrilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. |
| 536 | Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183,having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wallwith screw, rawel plug & washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. |
| 537 | 50 mm PIR insulated roof panel, PPGI/PPGL skin, including fasteners, sealant, trims and installation |
| 538 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 539 | 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. |
| 540 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 541 | 75 mm bend |
| 542 | 75 mm Shoe |
| 543 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 544 | GUNNEBO Safe Deposit Locker Cabinets As Per IS 5244 (Product id:5116877-92079653883) |
| 545 | Stainless Steel Bench |
| 546 | Gym Room Electrical |
| 547 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 548 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 549 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 550 | 5/6 A, 3 pin socket outlet |
| 551 | 15/16 amp , one way switch |
| 552 | 15/16 amp , 6 pin socket outlet |
| 553 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 554 | 3 module |
| 555 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 556 | 12-15 watt |
| 557 | 18-22 Watt |
| 558 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 559 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 560 | 12\\" (300mm) Exhaust fan |
| 561 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 562 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 563 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 564 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 565 | Gym Room Plumbing |
| 566 | Providing and fixing white vitreous china pedestal type water closet (European type W.C.pan) with seat and 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 andfixtures complete, including cutting and making good the walls and floors wherever requiredW.C. pan with ISI marked white solid plastic seat and lid |
| 567 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinalbasin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushingcistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clampscomplete, including painting of fittings and brackets, cutting and making good the walls andfloors wherever required : |
| 568 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 569 | Approved basic rates construction materials for preparation of schedule of rates only, (Material should conform to relevent B.I.S. specification). The rates are inclusive of all taxes, royalty, cess and carraige but exclusive of contractor's profit and overhead charges. Special type of C.P. Bathroom fitting for V.I.P. buildings (JAL, Jaguar, Marc or equivalent mark)Pillar Cock (Long neck) (lSl Marked) |
| 570 | Bib Cock (Long Thread) (lSl Marked) |
| 571 | Angular Stop Cock (Long Thread) (lSl Marked |
| 572 | Toilet Paper Holder |
| 573 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 574 | Providing and fixing uplasticised PVC connection pipe with brass unions :20 mm nominal bore |
| 575 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodisedaluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mmlong screws, rawl plugs etc., complete. |
| 576 | 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 screwsand washers complete |
| 577 | Say 1607.9517.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backingRectangular shape 453x357 mm |
| 578 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes cables etc exceeding 80 mm dia but not exceeding 300 mm dia. |
| 579 | Providing, laying and jointing glazed stoneware 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 : |
| 580 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 581 | 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 300 x300 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: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 582 | Constructing brick masonry chamber for underground C.I. inspection chamber and bendswith bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty)455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 583 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with sea; ring conforming to IS:5382, leaving 10mm gap for thermal expansion, Single socketed pipes75 mm diameter |
| 584 | 110 mm diameter |
| 585 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Single tee without door - 75x75x75 mm |
| 586 | Single tee without door - 110x110x110 mm |
| 587 | Single tee with door - 110x110x110 mm |
| 588 | 75 mm bend |
| 589 | 110 mm bend |
| 590 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
| 591 | 100 mm dia steel Jali |
| 592 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes |
| 593 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 walls )25 mm nominal dia Pipes |
| 594 | 32 mm nominal dia Pipes |
| 595 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal dia Pipes |
| 596 | 20 mm nominal dia Pipes |
| 597 | Providing and fixing G.M. non return valve Horizontal/Vertical type of approved quality as per specification and direction of E/I.Horizontal - 25 mm dia |
| 598 | 32 mm nominal bore |
| 599 | This machine purifies water using UV (Ultra-Violet) technology or a combination of UV and UF (Ultra-Filtration) technology, and is offered with or without a storage tank, and with or without a self-contained water cooler. It is mainly designed for use in offices, commercial premises, industrial facilities, and other comparable environments |
| 600 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. |
| 601 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS 12818 and making good the same etc. complete as per direction of Engineer-in charge |
| 602 | Toilet Room No 1 |
| 603 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 604 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 605 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 606 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 607 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 608 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 609 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 610 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 611 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 612 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 613 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 614 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 615 | Suspended floors, roofs, landings, balconies and access platform |
| 616 | Weather shed, Chajjas, corbels etc., including edges |
| 617 | 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) |
| 618 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 619 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 620 | 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)EXTERNAL PLASTER |
| 621 | 12 mm cement plaster of mix1:4 (1 cement: 4 coarse sand)INTERNAL PLASTER |
| 622 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 623 | 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. |
| 624 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 0.9 liter/ 10 sqm) |
| 625 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm |
| 626 | 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 jointingwith grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.With commercial grade colour tiles. |
| 627 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 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 of edges to give high gloss finish etc. complete at all levels.Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble Area of slab over 0.50 sqm |
| 628 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade |
| 629 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge. |
| 630 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. 30 mm thick pre laminated PVC door shutters |
| 631 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars, including priming coat with approved steel primer, complete. |
| 632 | Fixed to steel windows by welding |
| 633 | Fixed to openings /wooden frames with rawl plugs screws etc.22 kg/sqm |
| 634 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approvedbrand and manufacture |
| 635 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This willbe allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. |
| 636 | Toilet Room No 1 Electrical |
| 637 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 638 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 639 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 640 | 5/6 A, 3 pin socket outlet |
| 641 | 15/16 amp , one way switch |
| 642 | 15/16 amp , 6 pin socket outlet |
| 643 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 644 | 3 module |
| 645 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 646 | 12-15 watt |
| 647 | 18-22 Watt |
| 648 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 649 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 650 | 12\\" (300mm) Exhaust fan |
| 651 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 652 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 653 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 654 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 655 | Toilet Room No 1 Plumbing |
| 656 | Providing and fixing white vitreous china pedestal type water closet (European type W.C.pan) with seat and 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 andfixtures complete, including cutting and making good the walls and floors wherever requiredW.C. pan with ISI marked white solid plastic seat and lid |
| 657 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinalbasin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushingcistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clampscomplete, including painting of fittings and brackets, cutting and making good the walls andfloors wherever required : |
| 658 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 659 | Approved basic rates construction materials for preparation of schedule of rates only, (Material should conform to relevent B.I.S. specification). The rates are inclusive of all taxes, royalty, cess and carraige but exclusive of contractor's profit and overhead charges. Special type of C.P. Bathroom fitting for V.I.P. buildings (JAL, Jaguar, Marc or equivalent mark)Pillar Cock (Long neck) (lSl Marked) |
| 660 | Bib Cock (Long Thread) (lSl Marked) |
| 661 | Angular Stop Cock (Long Thread) (lSl Marked |
| 662 | Toilet Paper Holder |
| 663 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 664 | Providing and fixing uplasticised PVC connection pipe with brass unions :20 mm nominal bore |
| 665 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodisedaluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mmlong screws, rawl plugs etc., complete. |
| 666 | 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 screwsand washers complete |
| 667 | Say 1607.9517.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backingRectangular shape 453x357 mm |
| 668 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes cables etc exceeding 80 mm dia but not exceeding 300 mm dia. |
| 669 | Providing, laying and jointing glazed stoneware 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 : |
| 670 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 671 | 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 300 x300 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: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 672 | Constructing brick masonry chamber for underground C.I. inspection chamber and bendswith bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty)455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 673 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with sea; ring conforming to IS:5382, leaving 10mm gap for thermal expansion, Single socketed pipes75 mm diameter |
| 674 | 110 mm diameter |
| 675 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Single tee without door - 75x75x75 mm |
| 676 | Single tee without door - 110x110x110 mm |
| 677 | Single tee with door - 110x110x110 mm |
| 678 | 75 mm bend |
| 679 | 110 mm bend |
| 680 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
| 681 | 100 mm dia steel Jali |
| 682 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes |
| 683 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 walls )25 mm nominal dia Pipes |
| 684 | 32 mm nominal dia Pipes |
| 685 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal dia Pipes |
| 686 | 20 mm nominal dia Pipes |
| 687 | Providing and fixing G.M. non return valve Horizontal/Vertical type of approved quality as per specification and direction of E/I.Horizontal - 25 mm dia |
| 688 | 32 mm nominal bore |
| 689 | This machine purifies water using UV (Ultra-Violet) technology or a combination of UV and UF (Ultra-Filtration) technology, and is offered with or without a storage tank, and with or without a self-contained water cooler. It is mainly designed for use in offices, commercial premises, industrial facilities, and other comparable environments |
| 690 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. |
| 691 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS 12818 and making good the same etc. complete as per direction of Engineer-in charge |
| 692 | Toilet Room No 2 |
| 693 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 694 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 695 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 696 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 697 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 698 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 699 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 700 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 701 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 702 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 703 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 704 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 705 | Suspended floors, roofs, landings, balconies and access platform |
| 706 | Weather shed, Chajjas, corbels etc., including edges |
| 707 | 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) |
| 708 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 709 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 710 | 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)EXTERNAL PLASTER |
| 711 | 12 mm cement plaster of mix1:4 (1 cement: 4 coarse sand)INTERNAL PLASTER |
| 712 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 713 | 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. |
| 714 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 0.9 liter/ 10 sqm) |
| 715 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm |
| 716 | 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 jointingwith grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.With commercial grade colour tiles. |
| 717 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 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 of edges to give high gloss finish etc. complete at all levels.Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble Area of slab over 0.50 sqm |
| 718 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade |
| 719 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge. |
| 720 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. 30 mm thick pre laminated PVC door shutters |
| 721 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars, including priming coat with approved steel primer, complete. |
| 722 | Fixed to steel windows by welding |
| 723 | Fixed to openings /wooden frames with rawl plugs screws etc.22 kg/sqm |
| 724 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approvedbrand and manufacture |
| 725 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This willbe allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. |
| 726 | Toilet Room No 2 Electrical |
| 727 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 728 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 729 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 730 | 5/6 A, 3 pin socket outlet |
| 731 | 15/16 amp , one way switch |
| 732 | 15/16 amp , 6 pin socket outlet |
| 733 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 734 | 3 module |
| 735 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 736 | 12-15 watt |
| 737 | 18-22 Watt |
| 738 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 739 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 740 | 12\\" (300mm) Exhaust fan |
| 741 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 742 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 743 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 744 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 745 | Toilet Room No 2 Plumbing |
| 746 | Providing and fixing white vitreous china pedestal type water closet (European type W.C.pan) with seat and 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 andfixtures complete, including cutting and making good the walls and floors wherever requiredW.C. pan with ISI marked white solid plastic seat and lid |
| 747 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinalbasin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushingcistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clampscomplete, including painting of fittings and brackets, cutting and making good the walls andfloors wherever required : |
| 748 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 749 | Approved basic rates construction materials for preparation of schedule of rates only, (Material should conform to relevent B.I.S. specification). The rates are inclusive of all taxes, royalty, cess and carraige but exclusive of contractor's profit and overhead charges. Special type of C.P. Bathroom fitting for V.I.P. buildings (JAL, Jaguar, Marc or equivalent mark)Pillar Cock (Long neck) (lSl Marked) |
| 750 | Bib Cock (Long Thread) (lSl Marked) |
| 751 | Angular Stop Cock (Long Thread) (lSl Marked |
| 752 | Toilet Paper Holder |
| 753 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 754 | Providing and fixing uplasticised PVC connection pipe with brass unions :20 mm nominal bore |
| 755 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodisedaluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mmlong screws, rawl plugs etc., complete. |
| 756 | 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 screwsand washers complete |
| 757 | Say 1607.9517.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backingRectangular shape 453x357 mm |
| 758 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes cables etc exceeding 80 mm dia but not exceeding 300 mm dia. |
| 759 | Providing, laying and jointing glazed stoneware 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 : |
| 760 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 761 | 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 300 x300 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: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 762 | Constructing brick masonry chamber for underground C.I. inspection chamber and bendswith bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty)455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 763 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with sea; ring conforming to IS:5382, leaving 10mm gap for thermal expansion, Single socketed pipes75 mm diameter |
| 764 | 110 mm diameter |
| 765 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Single tee without door - 75x75x75 mm |
| 766 | Single tee without door - 110x110x110 mm |
| 767 | Single tee with door - 110x110x110 mm |
| 768 | 75 mm bend |
| 769 | 110 mm bend |
| 770 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
| 771 | 100 mm dia steel Jali |
| 772 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes |
| 773 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 walls )25 mm nominal dia Pipes |
| 774 | 32 mm nominal dia Pipes |
| 775 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal dia Pipes |
| 776 | 20 mm nominal dia Pipes |
| 777 | Providing and fixing G.M. non return valve Horizontal/Vertical type of approved quality as per specification and direction of E/I.Horizontal - 25 mm dia |
| 778 | 32 mm nominal bore |
| 779 | This machine purifies water using UV (Ultra-Violet) technology or a combination of UV and UF (Ultra-Filtration) technology, and is offered with or without a storage tank, and with or without a self-contained water cooler. It is mainly designed for use in offices, commercial premises, industrial facilities, and other comparable environments |
| 780 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. |
| 781 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS 12818 and making good the same etc. complete as per direction of Engineer-in charge |
| 782 | Hall Room |
| 783 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 784 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 785 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 786 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 787 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 788 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 789 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 790 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 791 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mmnominal size derived from natural sources) |
| 792 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 793 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 794 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 795 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 796 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. |
| 797 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness tobe 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 stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointingwith grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 798 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 799 | Structural steel work in single section, fixed with or without connecting plate, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 800 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer, including welding and bolted with special shaped washers etc. complete. |
| 801 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 802 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : |
| 803 | 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. |
| 804 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm |
| 805 | 75 mm bend |
| 806 | 75 mm Shoe |
| 807 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete. |
| 808 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 809 | Hall Room Electrical |
| 810 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 811 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 812 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 813 | 5/6 A, 3 pin socket outlet |
| 814 | 15/16 amp , one way switch |
| 815 | 15/16 amp , 6 pin socket outlet |
| 816 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 817 | 3 module |
| 818 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 819 | 12-15 watt |
| 820 | 18-22 Watt |
| 821 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 822 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 823 | 12\\" (300mm) Exhaust fan |
| 824 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 825 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 826 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 827 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 828 | Cafeteria Room |
| 829 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Foundation Excavation work |
| 830 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.Earth Filling at Foundation |
| 831 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.Earth filling for flooing work |
| 832 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.Sand Fliing For flooing work |
| 833 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 834 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)P.C.C for Footing work P.C.C for flooring Work Steps for enrty |
| 835 | 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.Concrete of M25 grade with minimum cement content of 330 kg /cumFooting work pedestal WorkTie Beam Steps for enrty |
| 836 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cumFloor R.C.C work |
| 837 | Slab for kitchen |
| 838 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)D.P.C work |
| 839 | Thermo-Mechanically Treated bars of grade Fe-500D or more.RCC IN FOUNDATIONRCC IN PLINTH BEAMRCC IN PEDESTALRCC FLOORING RCC IN ROOF SLABRCC IN STAIR CASE |
| 840 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concreteFooting Work |
| 841 | Columns, Pillars, Piers, Abutments, Posts and StrutsPedestsal |
| 842 | Lintels, beams, plinth beams, girders, bressumers and cantileversTie Beam |
| 843 | Suspended floors, roofs, landings, balconies and access platform Slab for kitchen |
| 844 | 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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mmTiles Flooring Work |
| 845 | 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 jointingwith grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.wall tiles wc Wall |
| 846 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.For ISMB column Fixing 1 bolts @ 0.69 kg pr Bolts |
| 847 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 848 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubesSHS 150 x 150 x 6 |
| 849 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm) |
| 850 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete : Gutter (600 mm over all girth) |
| 851 | 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.75 mm diameterRainwater pipe |
| 852 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Coupler75 mm |
| 853 | Bend 87.5°75 mm bend |
| 854 | Shoe (Plain)75 mm Shoe |
| 855 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4coarse sand) and making good the wall etc. complete.75 mm |
| 856 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding1mtr ms bar wight 1.57 kg per mtr |
| 857 | Cafeterial Electrical |
| 858 | Wiring For Light / Fan / Exhaust point with 1.5 Sqm FRLS/ HFFR PVC insulated copper conductor single core cable |
| 859 | S/F Modular type blanking plate :Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. |
| 860 | Supplying and fixing Modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required5/6 A, one way switch |
| 861 | 5/6 A, 3 pin socket outlet |
| 862 | 15/16 amp , one way switch |
| 863 | 15/16 amp , 6 pin socket outlet |
| 864 | Supply & fixing following size Modules , GI Box along with modular base & cover plate for modular switch in recess etc . 1 or 2 Module (75mm X75 mm ) |
| 865 | 3 module |
| 866 | Supplying and fixing batten/ angle holder including connection etc. as required. |
| 867 | 12-15 watt |
| 868 | 18-22 Watt |
| 869 | LED flood Lighting Luminarie with presssuew casr housing and toghened glass cover 50/60 W LED Flood light |
| 870 | 400 mm / 16\\" Wall Mounted Fan, 230V, complete with mounting bracket, regulator, wiring connection, testing & commissioning |
| 871 | 12\\" (300mm) Exhaust fan |
| 872 | S/F light plug point with modular type accessories :Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 873 | SUBMAIN WIRING COPPER IN PVC CONDUIT:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor single core cable in surfacce/ recessed medium class PVC conduit.4 X 10 sq. mm + 2 x 6 sq.mm Earth Wire |
| 874 | Suppply & fixing following way , single pole and neutral sheet steel MCB distribution board 240 v on surface 6 way , Double door |
| 875 | Supplying and fixing 6 amps to 32 amps rating, 240 volts for inductive load of following poles in the existing MCB DB complete with connection, testing & commissioning etc. as required.63A rating, MCB,.q |
| 876 | Cafeteria Plumbing |
| 877 | Providing and fixing kitchen sink including making all connections excluding cost of fittingsWhite glazed fire clay sink of size 600x450x250 mm |
| 878 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than60 gms |
| 879 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 880 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe andmaking long screws etc. complete (cost of water meter and stop cock to be paid separately). |
| 881 | Providing and fixing uplasticised PVC connection pipe with brass unions :30 cm length15 mm nominal boreCode Description |
| 882 | 20 mm nominal bore |
| 883 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 walls )25 mm nominal dia Pipes |
| 884 | 32 mm nominal dia Pipes |
| 885 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)15 mm nominal dia Pipes |
| 886 | 20 mm nominal dia Pipes |
| 887 | Providing and fixing gun metal non- return valve of approved quality (screwed end)25 mm nominal bore Horizontal |
| 888 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes |
| 889 | Providing and fixing G.M. non return valve Horizontal/Vertical type of approved quality as per specification and direction of E/I. 25 mm nominal boreHorizontal - 25 mm dia |
| 890 | 32 mm nominal bore Horizontal |
| 891 | Kitchen Room |
| 892 | Clearing and grubbing land including uprooting rank vegetable grass, bushes, shrubs, saplings and trees upto 300mm |
| 893 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,In all kinds of soils upto 300 mm depth |
| 894 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface ofconsolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. |
| 895 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to completeIn all kinds of soils Depth upto 3 m |
| 896 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete |
| 897 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. |
| 898 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. |
| 899 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances equired to complete the work as per technical specifications.M25 Design Mix Using 20 mm |
| 900 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm |
| 901 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 902 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work. |
| 903 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Column |
| 904 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Beam & Lintel |
| 905 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Slab |
| 906 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. RCC M20 |
| 907 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings |
| 908 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. |
| 909 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. |
| 910 | Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) |
| 911 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) |
| 912 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) |
| 913 | Providing and laying Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm |
| 914 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications |
| 915 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. |
| 916 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. |
| 917 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. |
| 918 | 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 as per specifications and as per directions of Engineer in charge. |
| 919 | 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 as per specifications and as per directions of Engineer in charge. |
| 920 | 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. Two coats as per specifications and as per directions of Engineer in charge |
| 921 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. |
| 922 | polyurethane based single Component for New surfaceProviding and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. |
| 923 | 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, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. |
| 924 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. |
| 925 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. |
| 926 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Handles 200mm |
| 927 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Aldrop 16mm dia, 200mm |
| 928 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Tower Bolts 150x10mm |
| 929 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS hinges 125 mm |
| 930 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Door stopper 75mm |
| 931 | Kitchen Room Electrical |
| 932 | Concealed Conduit SystemSupplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary. |
| 933 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick |
| 934 | 25 mm dia 2 mm thick |
| 935 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010.1.5 mm2 |
| 936 | 2.5 mm2 |
| 937 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc, complete on the existing metal/PVC box.1 to 2 Module |
| 938 | 3 Module |
| 939 | Supplying and fixing of modular switch/ Socket/Stepped electronic fan regulator/ dimmer / telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293.6A One Way Switch |
| 940 | 6A Two Way Switch |
| 941 | 6A Three Way Socket |
| 942 | Supplying 4 mm thick white plastic plate and covering for junction boxes of size ...... mm conduit using necessary machine screws.110 mm |
| 943 | Fabricating, supplying and erection of ... ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .......m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom ..... mm , top.... mm with 3 mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended.7 m - Top 70 mm and Bottom 130 mm dia |
| 944 | 8 m - Top 70 mm and Bottom 135 mm dia |
| 945 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete.Single Arm Bracket with 1000 mm Standard 40/50 mm dia |
| 946 | Supply and Installation / Fixing / Provision of Pole box with HRC Fuse / MCB provision and suitable connector / terminal for 3 Ph/ 1 Ph connections with Loop-In & Loop- Out terminals for 10 mm2 /25 mm2 3.5 C AI/Ar/Cu/Ar Cable and branch out 2.5 mm2 2 core AI/Cu PVC Insulated cable, enclosed in a Thermoplastic, Polystyrene enclosure, which should be shock proof, safe, IP65(Weather Proof), rust proof, dust proof, water proof having Internally Embedded Gasket with provision for cable entry through IP65 Thermoplastic, polyamide glands and/or grommets.200 mm x 200 mm x 98 mm |
| 947 | Supplying and fixing regular MCB distribution boards on wall/wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.I - Single Door4 Way SP & N |
| 948 | 6 Way SP & N |
| 949 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.16A-25A 2 pole |
| 950 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.15\\" Sweep (450 mm) |
| 951 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48\\" Sweep (1200 mm) Regular model |
| 952 | Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply.300 mm Sweep |
| 953 | Kitchen Room Plumbing |
| 954 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete as per direction of engineer incharge . Concealed work including cutting chases and good the walls etc. 32 mm nominal OD pipes |
| 955 | 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 1.00 m 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 wall32 mm nominal dia Pipes |
| 956 | 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 1.00 m 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 40 mm nominal dia Pipes |
| 957 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete as per direction of engineer incharge . Concealed work including cutting chases and good the walls etc. 20 mm nominal OD pipes |
| 958 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete as per direction of engineer incharge . Concealed work including cutting chases and good the walls etc. 15 mm nominal OD pipes |
| 959 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark For 50 mm dia GM (Copper alloy) Gate valves |
| 960 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 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: |
| 961 | Providing and placing on terrace (at all floor levels), polyethylene water storage tanks IS:12701 marked, with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, But without Fittings and the base support ofr tank. |
| 962 | Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 90 mm long, weighing not less than 93 g |
| 963 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete |
| 964 | Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia |
| 965 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m |
| 966 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work. 100 mm nominal dia Pipes |
| 967 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.150 mm dia. pipes |
| 968 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth |
| 969 | Constructing brick masonry chamber of internal dimension 600mmX600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. |
| 970 | The Non Return Valve (NRV) assembly complete with rubber 0 ring |
| 971 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN 4, 75mm dia. For Vent Pipe |
| 972 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark For 32 mm dia GM (Copper alloy) Gate valves |
| 973 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..(Item No-16.10, Page No-191, Vol-5 of SR 2023-24) |
| 974 | Making soak pit 2.5 m diameter 3.0 m deep with 45 x 45 cm dry brick honey comb shaft with bricks and PVC S.W.R drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay (non modular) bricks of class designation 3.5 |
| 975 | Septic Tank |
| 976 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 977 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 978 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in:Long wallShort WallPartition Wall |
| 979 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 980 | 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.Beam M25 |
| 981 | 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.Top SlabBottom Slab |
| 982 | Thermo-Mechanically Treated bars of grade Fe-500D or more.BeamROOF SLAB |
| 983 | 20 mm cement plaster of mix :BottomSide wall |
| 984 | Neat cement punning. |
| 985 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey combshaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as perstandard design. |
| 986 | 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mminternal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately |
| 987 | Boundary Wall |
| 988 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind for soil Boundary Wall |
| 989 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 and for all lift. |
| 990 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) Below Foundation Boundary Wall |
| 991 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. Mix 1:3:6 (M10) Using 20 mm CopingBoundary wall |
| 992 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.Total ExcavationBed Concrete M10Beolw GL |
| 993 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)Below GL |
| 994 | 20 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)Boundary Wall |
| 995 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat ofexterior primer applied @ 0.90 litre/10 sqm) |
| 996 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to steel windows by weldingEntrance Gatetaking @ 18kg/sqm |
| 997 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel worksGate |
| 998 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel worksTwo or more coats on new workGate |
| 999 | Fencing |
| 1000 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc.complete.40X 40 X 6 mm post For boundary wall |
| 1001 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 1002 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 1003 | Paver Block |
| 1004 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in widthas well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 mand lift upto 1.5 m, as directed by Engineer-in- Charge:All kind of soil Paver Block |
| 1005 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources)Interlicking paver blockBelow Kerb Stone |
| 1006 | Providing and laying 60mm 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction ofEngineer-in-charge. |
| 1007 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 1008 | Painting with synthetic enamel paint of approved brand and manufacture to give an evenshade :Two or more coats |
| 1009 | Drain |
| 1010 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction ofEngineer-in-charge. |
| 1011 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in widthas well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 mand lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 1012 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 1013 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in: |
| 1014 | Foundations, footings, bases of columns, etc. for mass concrete |
| 1015 | 20 mm cement plaster of mix : |
| 1016 | Neat cement punning. |
| 1017 | Rectangular shape 500x500 mm precast R.C.C. manhole cover with frame - M.D. - 10 |
| 1018 | Horticulture |
| 1019 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 1020 | Maintenance of hedge for one year including application of necessary pesticide, farm yard manure, replacement of damaged hedge plant by new one complete in all respect as per instruction of Engineer-in-charge. This includes supply of labour, tools & plants including materials. |
| 1021 | Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree. |
| 1022 | Maintanance of trees for one year (Avenue Plants) including watering, trimming, manuring, spraying insecticide and guarding as required. This includes supply of labour, tools & plants including materials. |
| 1023 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 1024 | Providing and stacking of Euphorbia milli hybrid variety, having ht.30 cm to 45 cm with multi branch, full bloom, fresh and healthy leaves in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 1025 | Providing and Installation of Irrigation & Sprinkler System for Football Ground |
| 1026 | Fire extingusher system |
| 1027 | Tubewell |
| 1028 | 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-in-charge, upto 90 metre depth below ground level.All types of soil300 mm dia |
| 1029 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 1030 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia having minimum wall thickness 5.00 mm |
| 1031 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia |
| 1032 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:150 mm dia |
| 1033 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm dia |
| 1034 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer in-charge. |
| 1035 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 1036 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
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Upcoming · 13 daysOct 01, 2026
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