Construction of New Mini Secretariat at Charkhi Dadri in Provincial Division, PWD B R Br., Charkhi Dadri (REINVITE)

Amount

Earth work in excavation by mechanical/ manual means in foundation and basement for all widths upto any depth of soil /Rock/boulder/kankar etc. as encountered at site including disposal of excavated material for all lead & lift. The excavated materials shall be the property of department. this materials shall be disposerd as per direction of the department. the permission required from mininng department shall be obtained by the Contractor at his cost. Part of the excavated materials shall be used for refilling as per direction of the department. (NS)

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 m and lift upto 1.5 m. (HSR 4.32)

Providing and injection chemical emulsion for PRE-CONSTRUCTIONAL antitermite treatment (excluding the cost of chemical emulsion) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, alongwith the external perimetre of building, expansion joints surrounding of pipes and conduite etc, complete (plinth area of the building at ground floor only shall be measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (HSR 4.39)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (HSR 6.1.6)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). FOR M-30 Grade (HSR 6.25) All works up to plinth level (HSR 6.25.1) Basement

All works above plinth level up to floor IV level (HSR 6.25.2) Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Extra for providing richer mixes up to plinth and at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC.(Note : Cement content considered in M-30 is @ 340 kg per cum (HSR 6.26.1) Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). FOR M-40 Grade (HSR 6.25) All works up to plinth level (HSR 6.25.1) Basement

All works above plinth level up to floor IV level (HSR 6.25.2) All Flooors Lift Concrete

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Extra for providing richer mixes up to plinth and at all floor levels. (HSR 6.26.) Providing M-40 grade concrete instead of M-25 grade BMC/ RMC.(Note : Cement content considered in M-40 is @ 360 kg per cum (HSR 6.26.3) Basement

All Flooors Lift Concrete

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Centering and shuttering including strutting, propping etc. and removal of form (HSR 6.30) Foundations, footings, bases of columns, etc. for mass concrete Basement (HSR 6.30.1)

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Basement (HSR 6.30.2)

Suspended floors, roofs, landings, balconies and access platform. (HSR 6.30.3)

Centering and shuttering including strutting, propping etc. and removal of form for Shelves (Cast in situ) (HSR 6.30.4)

Lintels, beams, plinth beams, girders, bressumers and cantilevers Basement III (HSR 6.30.5)

Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)

Stairs, (excluding landings) except spiral-staircases (HSR 6.30.7)

Steel reinforcement for R.C.C. work,where not including in the complete rate of RCC, including straightening, cutting, bending, placing in position and binding ,wastage,overlaps,welded joints,spacer bars, chairs, stays,hangers and annealed steel wire etc all complete upto plinth level. Note Reinforcement shall be measured in length including hooks, if any , seperately for different diameters as actually used in work ,excluding overlaps, wastage,overlaps coupling, welded joint , space bars, chairs, stays , hangersand annealed steel wire or other method of binding or Placing shall not be measured and cost of these items shall be deemed to be included in the rates of reinforecement (HSR 6.33) Thermo-Mechanically Treated bars of grade Fe500 or more (HSR 6.33.6)

Steel reinforcement for R.C.C. work,where not including in the complete rate of RCC, including straightening, cutting, bending, placing in position and binding ,wastage,overlaps,welded joints,spacer bars, chairs, stays,hangers and annealed steel wire etc all complete above plinth level. Note: Reinforcement shall be measured in length including hooks, if any , seperately for different diameters as actually used in work ,excluding overlaps, wastage,overlaps coupling, welded joint , space bars, chairs, stays , hangersand annealed steel wire or other method of binding or Placing shall not be measured and cost of these items shall be deemed to be included in the rates of reinforecement. (HSR 6.34) Thermo-Mechanically Treated bars of grade Fe500 or more (HSR 6.34.6)

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. (HSR 6.39) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.39.1)

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand): (HSR 7.23.1): With non-modular bricks

Half brick masonry with common burnt clay non-modular bricks of class designation 7.5 in super structure above plinth level up to floor IV level.Cement mortar 1:3 (1 cement :3 coarse sand) (HSR 7.28.1) Ground Floor

First Floor

Second Floor

Third Floor

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in (HSR 7.47) Cement mortar 1:4 (1 cement : 4 coarse sand) (HSR 7.47.1)

Providing & Fixing extruded clay tile (Glass Reinforced clay tile (GRC) any size any shape & design on wall with under layer of 12mm thk cement plaster 1:3 & jointed with neat cement matched with pigment complete as per drawing (HSR 8.31)

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :(HSR 9.17.1)In 75x75 mm deep chase (HSR 9.17)

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (HSR 9.18)

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with HSR(9.46.4) Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 (HSR 9.46.4)

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 : (HSR 9.57) 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes (HSR 9.57.3): 150mm

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. (HSR 9.58) Bend 87.5° 150mm bend. (HSR 9.58.5.3)

Providing and laying of screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 10.4) Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Providing and laying of 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 12 mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7 mm to 10 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume, including cement slurry etc. complete : (HSR 10.21) Light shade pigment with white cement (HSR 10.21.2) Ground Floor

First Floor

Second Floor

Third Floor

Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of (HSR 10.37) cement mortar 1 : 4 (1 cement : 4 coarse sand) (HSR 10.37.1) Basement

Ground Floor

First Floor

Second Floor

Third Floor

Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (HSR 10.38) Ground Floor

First Floor

Second Floor

Third Floor

Laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. (HSR 10.49.1) Note: Granite will be suppllied by the department. Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. (HSR 10.51) Note: Granite will be suppllied by the department. Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (HSR-10.62) Ground Floor

First Floor

Second Floor

Third Floor

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 (HSR 10.63) Tile 1000x1000 mm (HSR 10.63.4) Note: Granite will be suppllied by the department. Ground Floor

First Floor

Second Floor

Third Floor

Tactile Providing & laying Tactile tile (for vision impared persons as per standards ) of size 300X300X9.8mm having with water absorption less than 0.5 % & confirming to IS :15622 of approved make in all colours and shade in for outdoor floors such as foot path, court yard, multi modal locations etc. laid on 20mm thk base of cement mortar (1:4) in all shapes & pattern including grouting the joints with white cement fixed with matching pigments etc. complete as per direction of engineer in charge (HSR 10.107)

10 mm thick cement plaster (HSR 11.4) 1:3 (1 Cement : 3 Fine sand) (HSR 11.4.2) Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

12 mm cement plaster 1:2 (1 cement : 2 stone dust). Basement (HSR 11.21)

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

20 mm cement plaster 1:2 (1 cement : 2 stone dust).(Two Coats) Basement (HSR 11.23)

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR 11.58) L.R

(HSR 11.69)Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.(HSR 11.69.2) L.R

(HSR 11.96)Finishing walls with Premium Acrylic SmoothWith Silicon ditives of required shade : New work (Two or more coats applied @ 1.67 ltr/10 sqm) over and including priming coat of exterior primer applied2.20kg/10sqm (HSR 11.96.1) L.R

Providing and fixing ISi marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws (HSR 12.37.1)

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. (HSR 12.88)

Providing and fixing chromium plated brass handles with necessary screws etc. complete: (HSR12.94)

Fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete: (HSR 12.99) L.R 300x10 mm (HSR 12.99.1)

150x10 mm (HSR 12.99.2)

Fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper (HSR12.103.1)

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, Aluminium snap 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) : Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) (HSR 12.157.1.3)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) (HSR 12.157.2.3)

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.B+(HSR12.158.2) Pre-laminated particle board with decorative lamination on both sides (HSR 12.158)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) (HSR 12.159) With float glass panes of 6 mm thickness (weight not less than 15 kg/sqm) (HSR 12.159.3)

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in- charge complete. (HSR 12.161)

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 making good etc. complete. (HSR 12.164)

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge Anodized (AC 15 ) aluminium. (HSR12.167.1)

Providing and fixing factory made uPVC door frame made of uPVC extrudedsections having an overall dimension as below (tolerance ±1 mm), with wallthickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed withgalvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S.tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 Nos.stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer- in-charge : Extruded section profile size 42x50 mm (HSR 12.117.2)

Providing and fixing to existing door frames.30 mm thick factory made Polyvinyl Chloride (PVC) door shutter sqm made of styles and rails of a uPVC hollow section of size 60x30mm and wall thickness 2 mm (:t 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the comers by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (:t 0.1 mm)wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (:t 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVCmulti-chambered single panel of size not less than 620 mm,having over all thickness of 20 mm and 1 mm (:t 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened withnuts and washers, complete as per manufacturer's specificationand direction of Engineer-in-charge (HSR12.118.2)

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-Charge: Profile B Fixing with adjustable lugs with spilt end tail to each jamb (HSR 13.3.1.1)

Profile E Fixing with adjustable lugs with spilt end tail to each jamb (HSR 13.3.3.1)

Provind & Fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature and fitting the same with necessary stainless steel nults and bolts complete, i/c fixing the railing wit necessary accessories and stainless steel dash fastners, stainless steel bolts etc. of reqiured size, on the top of the floor ot the side of waist slab with suitable arrangement as per approval of Engineer in-charge. (HSR 13.41)

Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone. (HSR 28.10.1)

Providing and applying waterproofing treatment using two component 100% solid content, hybrid polyurea/polyurethane, rapid curing and highly resislient fully bonded cured to membrane having a mixed density of 1.02g/l. Minimum recommended coverage rate is 1.5ltr/sqmtr in 2 coats to achieve a total DFT of 1.5mm. cured membrane shall exhibit: 1) Tensile strength ASTM D412 : >13 MPa 2)Tear Resistance ASTM D624C : 50 N/mm2 3) Shore A Hardness: 80 4)Elongation ASTM D412 : >450% 5 ( 1kg, CS 10 wheels,ASTM D 4060): 1.3 mg/1000 cycles 6) Service temperature: -20⁰C to +80⁰C 7) Resistant to Fire (EN13501-1)-Class E,d0 Manufacturers shall provide Certificate for Zero VOC, resistance to fire, 25 years life expectancy test certificate before the start of work. System includes supply , application and termination of coating all complete as per the manufacturer methodology. Clean the RCC slab/screed surface & wall for treatment by removing dust, dirt and layers of concrete over the surface. etc. by mechanical tools and wire brushing. Pressure grouting at construction joints or honeycombs with non shrink cementations grout by mixing shrinkage compensating admixture per bag of cement as per manufacturer’s recommendations. Prepare a side gola of 50X50 mm at the junction using polymer modified mortar.Providing and applying two component 100% solid content, hybrid polyurea/polyurethane membrane at coverage rate of 1.5ltr/sqmtr in 2 coats to achieve a total DFT of 1.5mm. It must be applied utilizing plural heated high-pressure spray proportioning machine/spray gun such as those manufactured by WIVA/Graco or equivalent spray proportioning equipment. Termination shall be done 300 mm above FFl by providing a groove cut of 30mm x 30mm & seal it with shrinkage compensated polymer modified mortar. Lay a 150 GSM geotextile layer to protect the coating from external damage on final coating before laying of screed concrete/final finish. It shall be applied as per manufactures specification. Rates are incl of surface preparation, grouting and chemical application only. (Rates for geotextile, protection plaster and final finishes such as screed or Brick bat filling for slope, china mosaic, tiles etc is not included in above item. It will be added as per EIC/clients requirements). (HSR 28.7)

Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge: Using Rough Kota stone (HSR 28.13.1)

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. (HSR 28.43)

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.29.6) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. (HSR 29.2)

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:B(HSR 29.6) (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-charge Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. Competent authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml (HSR 29.6)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications (HSR 17.15.1)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (HSR 17.23.2)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications (HSR 17.44)

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.77)

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.39.1)

Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement (HSR 10.30.3)

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 litre/10 sqm over and including one coat of Special primer applied @ 0.75 litre /10 sqm (HSR 11.97.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size (HSR 6.1.2)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level : 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size) (HSR 6.14.1)

Reinforced cement concrete work in beams, suspended floors roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)

Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth :Cement Mortar 1:4 ( 1 cement : 4 coarse sand) HSR (7.48.1)

Plastering on wall 12 mm cement plaster of mix 1 :6 (1 cement: 6 fine sand) : (HSR 11.5.4)

Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. (HSR 11.68.3) LR

Painting over the wooden/metal surface with aluminium paint of approved brand and manufacture to give an even shade. Two or more coats on new work. (HSR 11.84.1) LR

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1) LR

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (HSR 13.29.2)

Wooden Panel(NS)

PVC Wall Panel(NS)

P.H. Items: - Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, 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 : All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (HSR 4.16.1.3)

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. 40 mm internal diameter of pipeline (HSR 22.85.5)

50 mm internal diameter of pipeline (HSR 22.85.8)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 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. 15 mm internal diameter of pipeline (HSR 22.86.1)

25 mm internal diameter of pipeline (HSR 22.86.3)

32 mm internal diameter of pipeline (HSR 22.86.4)

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 15 mm internal diameter (HSR 22.94.1)

20 mm internal diameter (HSR 22.94.2)

25 mm internal diameter (HSR 22.94.3)

32 mm internal diameter (HSR 22.94.4)

40 mm internal diameter (HSR 22.94.5)

50 mm internal diameter (HSR 22.94.6)

Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. (HSR 20.24) 40 mm internal diameter of pipeline. (HSR 20.24.6)

Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. (HSR 20.25) 11.43 cm thickness of walls (HSR 20.25.1)

20.25.2) 22.86 cm thickness of walls (HSR 20.25.2)

Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. (HSR 20.29) 20 mm internal diameter (HSR 20.29.2)

25 mm internal diameter (HSR 20.29.3)

32 mm internal diameter (HSR 20.29.4)

40 mm internal diameter (HSR 20.29.5)

50 mm internal diameter (HSR 20.29.6)

Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (HSR 20.31) 20 mm internal diameter (HSR 20.31.2)

25 mm internal diameter (HSR 20.31.3)

32 mm internal diameter (HSR 20.31.4)

40 mm internal diameter (HSR 20.31.5)

50 mm internal diameter (HSR 20.31.6)

Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-In-charge. (HSR 20.49) Upto 200 mm internal diameter (HSR 20.49.1)

Exhaust Fan (HSR 20.71.2) 56" (1400mm) (HSR 20.71)

JOINTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS OF ALL CLASSES IN TRENCHES USING COLLAR JOINTS JOINTED WITH 1:1 ½ CEMENT SAND MORTAR NEARLY dry heavily caulked into joints AND WITH END DOWELS FILLED WITH 1: 1 ½ CEMENT SAND MORTAR including facing trowelling and finishing the joints and at angle of 45 degree with face of collars keeping the joints wet till cured testing the drain line for leakages and making good for all leakages and defects as laid down in the contract specirfications complete with two spigots and jointed to collars and internal diameter of sewer pipe or special being:-200 mm (HSR 21.45.3)

CUTTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS of all classes chipping AND FINISHING THE CUT SURFACE TO A UNIFORM finish to the satisfaction of the Engineer-in-charge. 200 mm. (HSR 21.46.3)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab). (HSR 21.84) Size 600 mm x 900 mm (HSR 21.84.3)

Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. Double road Gully chamber Size1448mmx457mmx800mm) (HSR 21.87.2.2)

CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180 mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. The rate cover the cost of M.S steel for R.C.C slab Labour for fixing and carriage of C.I manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also includes the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of Engineer- in-charge. On 150 mm I/d Pipe sewer For 1.20 Mtrs. depth below ground level (HSR 21.90.2.1)

For 1.50 Mtrs. depth below ground level (HSR 21.90.2.2)

For 1.80 Mtrs. depth below ground level (HSR 21.90.2.3)

Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described in HSR item no. 21.38, 21.39, 21.40 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. 150 mm i/d. (HSR 21.94.2)

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern,including painting of fittings and brackets, cutting and making good the walls wherever require: White vitreous chinaware Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. (HSR22.1.3)

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm (HSR 22.10.1.1)

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia (HSR 22.14.1.1)

Fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge. (HSR 22.15) L.R

Providing and fixing 40mm i/d G.I. waste pipe embedded in walls upto floor level including cost of union and plumber joint (HSR 22.16)

Provinding and fixing in position C.I. plain Nahani Trap conforming to I.S.I. specifications and of self cleaning design with C.P. brass hinged grating with frame complete With 75 mm internal diameter outlet (HSR 22.20.2)

Fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (HSR 22.22.1) L.R.

Fixing white vitreous chinaware 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 and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. (HSR22.23.1) L.R.

Fixing white vitreous chinaware flat back or wall comer type lipped front urinal basin of 430 x 260 x 350 mm and 340x410x265 mm sizes respectively with flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: One urinal basin with manually operated 5 litres PVC cistern and manually operated stop cock/ angle valve. (HSR 22.25.2) L.R.

Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern (HSR 22.25.3)

Range of three urinal basins with 101itre white P.V.C. automatic flushing cistern (HSR 22.25.4)

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. (HSR 22.38) L.R.

Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Single Socket Type B 110mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.2)

75 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.4)

Providing and fixing double equal plain junction of required degree. (HSR 22.59) 100x100x100x100 mm Hub less centrifugally cast iron pipes epoxy coated inside & outside IS:15905 (22.59.1.3)

75x75x75 mm (22.59.2.3) Hub less centrifugally cast iron pipes epoxy coated inside & outside IS:15905 (HSR 22.59.2)

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : (HSR 22.78) 100 mm (HSR 22.78.1)

75 mm (HSR 22.78.2)

Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : (HSR 22.79) 100 mm (HSR 22.79.1)

75 mm (HSR 22.79.2)

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 : 100mm inlet & 100mm outlet (Hub less centrifugally cast iron pipes epoxy coated inside & outside IS:15905) (HSR 22.80.1.3)

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: 150 mm diameter (HSR 22.102.2):

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: 15 mm nominal bore (HSR 22.103.1)

Fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. : 15 mm nominal bore. (HSR 22.105.1) LR

Fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore (HSR 22.107.1) LR

Fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. (HSR 22.117) LR

Fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. (HSR 22.118) LR

Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour: 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (HSR 22.119.2) LR

Fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106gms. (HSR 22.127) LR

Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. (HSR 22.182)

Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg (HSR 22.202)

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (HSR 22.209)

Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (HSR 22.211)

Fixing in position best Indian make C.P. brass Tooth Brush cum Tooth Paste Holder fixed in with rawl plugs with C.P. brass screws complete including cutting and making good the walls etc. Tooth Brush-cum-Tooth Paste holder (HSR 22.213.1) LR

E.I works:- Wiring main ,sub mains and Circuit wiring in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in MS Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.1.6.1)

1 run of Size 2.50 Sqmm(1.1.80mm) (HSR 23.1.6.2)

1 run of Size 4 Sqmm(1/2.24mm) (HSR 23.1.6.3)

2 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.1.6.6)

2 run of Size 4 Sqmm(1/2.24mm) (HSR 23.1.6.8)

COPPER WIRING WITH MODULAR SWITCHES IN MS CONDUITS Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe. Group C (HSR 23.2.1.3)

Wiring for Twin control light point with 2 nos , 2-ways, 5 amp. Modular switch GI box and modular face plate in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe. Group C (HSR 23.2.2.3)

Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe, without separate control switch , Modular type Switch/sockets wiring. Group C (HSR 23.2.3.3)

Wiring in MS conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required. Group C (HSR 23.2.3.4)

23.3.5) Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required (HSR 23.3.5.3) Group C

PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 20 mm dia. (HSR23.7.6.1)

PVC pipe of 25 mm dia. (HSR 23.7.6.2)

PVC pipe of 32 mm dia. (HSR 23.7.6.3)

PVC pipe of 40 mm dia. (HSR 23.7.6.4)

FITTING AND ACCESSORIES Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Call bell 220/230 volts musical type (HSR 23.8.1.6)

Bakelite angle/straight button holder large size.(HSR 23.8.1.12)

Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. (HSR 23.8.4)

Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. 1 & 2 Modules including combined plate for Telephone and data (HSR 23.8.10.1)

12 Modules (HSR 23.8.10.6)

Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp 1 way switch (HSR 23.8.11.1)

15 amp 1 way switch (HSR 23.8.11.3)

5 amp Socket (HSR 23.8.11.4)

15 amp 6 pin Socket (HSR 23.8.11.5)

step type Fan Regulator 2 modules 300 watt (HSR 23.8.11.7)

Telephone Socket outlet modular type (HSR 23.8.11.8)

TV Socket outlet modular type (HSR 23.8.11.9)

Blanking plate (HSR 23.8.11.10)

RJ 45 Computer DATA socket outlet for CAT 6 or CAT6e cable Modular type (HSR 23.8.11.11)

Erection of exhaust fan in existing opening ,complete with necessary earthling of fan including carriage from PWD store to the site of work. (HSR 23.9)

Erection of cabin fan complete with necessary earthling including carriage from PWD store to the site of work. (HSR 23.10)

Supply, erection and fixing of 12 mm thick ply wood board having a circular /rectangular hole etc as required including the cost of making hole, nuts and bolts, painting and other petty material with all labour etc. complete in all respect up to the entire satisfaction of Engineer-in-charge of the work. (HSR 23.13)

Fixing of LED Tube light/ 2*2 ft square panel fitting directly on wall /ceiling or false ceiling including making connections etc as required (HSR 23.20)

MCCB ,DISTRIBUTION BOARDS, MCB's, RCCB's, CHANGE OVER etc Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. TRIPLE POLE MCCB 16 to 100 Amp, 25 KA (HSR 23.22.1.3)

TRIPLE POLE MCCB 125 to 160 Amp, 25 KA (HSR 23.22.1.4)

TRIPLE POLE MCCB 200 to 250 Amp, 25 KA (HSR 23.22.1.5)

4 pole MCCB 6 amp to 100 amp , 25 KA (HSR 23.22.1.9)

4 pole MCCB 125 to 160 amp, 25 KA (HSR 23.22.1.10)

4 pole MCCB 300 to 400 amp , 50 KA (HSR 23.22.1.12)

Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 16 way ( 2 incoming and 14 outgoing) (HSR 23.22.4.4)

TPN DB Horizontal type Double Door 4 way ( 8 incoming and 3phase*4 outgoing) (HSR 23.22.4.5)

TPN DB Horizontal type Double Door 8 way ( 8 incoming (HSR 3phase*8 outgoing) (HSR 23.22.4.7)

TPN DB Horizontal type Double Door 12 way ( 8 incoming 3phase*12 outgoing) (HSR 23.22.4.8)

Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole (HSR 23.22.5.1)

6 amp. to 32 amp Double POLE (HSR 23.22.5.3)

40 amp to 63 amp. Double pole (HSR 23.22.5.4)

40 amp to 63 amp. MCB's TRIPLE POLE (HSR 23.22.5.6)

40 amp to 63 amp. MCB's FOUR POLE (HSR 23.22.5.8)

Supply and erection of blanking sheet in existing distribution board. (HSR 23.22.7)

MISCELLANEOUS Supply and fixing Galvanised Iron flexible pipe complete with socket nipples and check nuts etc. at both ends (Up to length of one metre):- Size 25 mm dia (HSR 23.23.1.3)

MS STAND, BUS BAR CHAMBER AND PANELS Supply and erection of M.S. angle iron frame duly welded for housing M.S. sheet & main switches etc. on it, fixed on wall by means of suitable size of rag bolts with cement concrete, duly painted with three coats of approved paint including one coat of red oxide. (HSR 23.24.1)

(HSR 23.24.4.4) Load Bank 8 way 400 amp.

EARTHING AND LIGHTENING ARRESTOR Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. (HSR 24.1.1)

Extra for using salt and char coal/coke for pipe earth electrode as required. (HSR 24.1.2)

Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. (HSR 24.1.3)

Earthing with tinned copper earth plate 6D0mmx600mmx3mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) etc. complete as required. (HSR 24.1.4)

Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. (HSR 24.1.5)

Supplying and laying 25mm x 3 mm G.I. strip in 40 mm dia,GI pipe as/from earth electrode including (HSR soldering etc. as required. (HSR 24.1.7)

Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connections etc. as required with all labour and material. (HSR 24.1.8)

Providing and fixing 25 mm x5 mm copper strip in 40 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.9)

Providing and fixing 25 mm x 5mm copper strip on surface or in recess for connections etc. as required with all labour and material. (HSR 24.1.10)

Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)

NS items:- Supply and erection of Double door sheet, steel superline/ Powerline/ Loadline TPN Vertical distribution boards suitable for TP/ FP veritcal MCCBs 25 KA MCCB upto 125 amp as incomer (but without cost of MCCBs) fitted with busbars, Neutral links,& Blanking plates complete with all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work. (C&S/ Indoasian/Siemens). 4 Way Vertical

8 Way Vertical

12 Way Vertical

Supply of Under Ground LT Power Cables of Aluminium Conductor complete with all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work. Make:- Havell's/ Grandlay/ RR Kabel. 70 Sqmm 3.5 Core Ard. Cable

95 Sqmm 3.5 Core Ard. Cable

120 Sqmm 3.5 Core Ard. Cable

150 Sqmm 3.5 Core Ard. Cable

16 Sqmm 4 Core Ard. Cable

25 Sqmm 4 Core Ard. Cable

S/I/E/T/C of 10 persons lift (680 Kgs. Weight) having speed @ 1.0 meters per second to travel from Basement/ ground and Three Nos. upperFloors with 5 stops, 5 openings (Basement- Ground -3rd Floor) with ARD system and Full Height Infrared safety and as per technical specifications attached complete including cost and erection of extra steel items if required, upto the entire satisfaction of the Engineer-in-Charge. Kone/ OTIS/ Schindler/ Orbis/ Mitshbishi/ Johnson. (MR)

S/I/E/T/C of 13 persons lift (884 Kgs. Weight) having speed @ 1.0 meters per second to travel from Ground and Four Nos. upperFloors with 5 stops, 5 openings (Basement- Ground -4th Floor) with ARD system and Full Height Infrared safety and as per technical specifications attached complete including cost and erection of extra steel items if required, upto the entire satisfaction of the Engineer-in-Charge. Kone/ OTIS/ Schindler/ Orbis/ Mitshbishi/ Johnson. (MR)

S/I/E/T/C of 16 persons lift (1088 Kgs. Weight) having speed @ 1.0 meters per second to travel from Basement/ ground and Three Nos. upperFloors with 5 stops, 5 openings (Basement- Ground -3rd Floor) with ARD system and Full Height Infrared safety and as per technical specifications attached complete including cost and erection of extra steel items if required, upto the entire satisfaction of the Engineer-in-Charge. Kone/ OTIS/ Schindler/ Orbis/ Mitshbishi/ Johnson. (MR) Note: 1. in case of any difference in the unit & nomenclature of any of the HSR items of civil, P.H. & E.I. Work depicted in this DNIT nad that givven in HSR, The unit and nomenclature given in HSR shall be applicable.

Sanjay Kumar, Contractor