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| 1 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work |
| 2 | PN - 10 Pipe, 90 mm OD (SDR-11) |
| 3 | Providing and fixing PPR Unions |
| 4 | PPR Union 90mm |
| 5 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately): |
| 6 | 80 mm dia |
| 7 | Providing and fixing of PPR flange with core (stub end) including slip on piece as per the direction of Engineer in charge. |
| 8 | 90mm dia |
| 9 | Making connection to PPR distribution branch with PPR main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 10 | 90 mm x 90mm x 90mm |
| 11 | Providing and fixing of PPR Gate Valve |
| 12 | 90 mm nominal bore |
| 13 | 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. |
| 14 | All kinds of soil. |
| 15 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 16 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 17 | 1:3:6 (1Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 18 | 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 19 | Providing andlaying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 20 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 21 | Makingplinthprotection 50mmthickofcementconcrete 1:3:6 (1cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm 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. |
| 22 | Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : |
| 23 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 24 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: |
| 25 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 26 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 28 | Foundations,footings,basesof columns,etc.formass concrete |
| 29 | Lintels,beams,plinthbeams,girders,bressumersand cantilevers |
| 30 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 31 | Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. |
| 32 | Thermo-Mechanically Treatedbars of gradeFe-500D or more. |
| 33 | Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. |
| 34 | Thermo-Mechanically Treatedbars of gradeFe-500D or more. |
| 35 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). |
| 36 | Sal wood |
| 37 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. |
| 38 | Second class teak woodi) 35 mm thick |
| 39 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking withpushandpull operationcomplete,including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 40 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 41 | 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. |
| 42 | Electric resistance or induction butt welded tubes |
| 43 | 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. |
| 44 | Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works |
| 45 | Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 46 | 40 mm thick with 20 mm nominal size stone aggregate |
| 47 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. |
| 48 | 18 mm thick |
| 49 | 12 mm cement plaster of mix: |
| 50 | 1:4(1 cement: 4 fine sand) |
| 51 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: |
| 52 | New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 53 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 54 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 55 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 56 | Two or more coats on new work |
| 57 | Painting with aluminium paint of approved brand and manufacture to give an even shade. |
| 58 | Two or more coats on new work |
| 59 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: |
| 60 | Two or more coats on new work |
| 61 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equalavent(size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping aluminium screws (Xylan) of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (On hire basis for 3 Days) |
| 62 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent roofing acessories 0.50mm (+0.50%) total coated thickness with aluminium 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 aluminium screws complete. |
| 63 | (a) Ridge plain(500-600 mm) |
| 64 | Providing and laying hollow block cement concrete block walling 200mm thick consisting of hollow block of size 400mm x 200mm x 200mm of mix 1:3:6 (1 cement; 3 coarse sand; 6 graded stone aggregate 10mm nominal size) having a crushing strength of 3.5 N/Sqm at 28 days as per IS:2185 (Part-I) 1979 laid in cement mortar 1:6 (1 cement; 6 coarse sand) upto floor five level. |
| 65 | Supplying, installation, testing and commissioning of Diesel driven pump set corsisting of 72 HP, 1500 rpms vertical four cylinder water cooled, four stroke cycle compression ignition diesel engine coupted with multistage water pump with CI impeller having a suction and delivery of 150mun/125mm with a minimum discharge of 19 LPS at a head of 140 mtrs including supplying and installation of base frame with foundation bolts and nuts, coupling assembly, couping guard, diesel tank 150 ltrs capacity, 27 plates 12v 180 Ah battery with cables etc as required similar to Kirloskar 4R1040T 72 HP engine coupled with Kirloskar RKB 100 2389 stage pump or equivalent reputed make. |
