Tender For Remaining Works At Minority Boys Hostel Jhunjhunu; 1 Civil Work : 2 Excavation work 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 lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available Ordinary Rock 3 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 4 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 5 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 6 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo mechanically treated bars 7 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 8 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in 9 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 10 Column 11 Plaster on new surface on wall in cement sand mortar 1:3including racking of joints etc. complete fine finish : 25 mm thick 12 Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision 13 Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron Y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra) 14 Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. 15 Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 300mm dia Internal 16 Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : 17 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 18 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 19 -do- size 600 x 450mm depth upto 0.5 M Cement cover with frame. 20 Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make 110mm dia 21 Providing and Fixing Unplasticized Poly Vinyl Chloride(UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 22 87.5 Dg. 23 110mm dia 24 Coupler 25 110mm dia 26 Excavation work 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 lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available Ordinary Rock 27 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). 28 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 29 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 30 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) 31 Thermo mechanically treated bars 32 Providing and fixing cow catcher made of R.S. joist angleschannels MS rounds including cutting welding and fabricationwith priming coat of red oxide (as per design). 33 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 34 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 35 Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. 36 Category B : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 37 Excavation work 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 lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available Ordinary Rock 38 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 39 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 40 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 41 Chequerred 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) 42 Medium shade using approximately 50% white cement and 50% ordinary cement. 43 Plaster on new surface on wall in cement sand mortar 1:3including racking of joints etc. complete fine finish : 25 mm thick 44 Excavation work 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 lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available Ordinary Rock 45 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 46 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1 : 4 (1 cement : 4 coarse sand) 47 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 48 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) 49 Thermo mechanically treated bars 50 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 51 Plaster on new surface on wall in cement sand mortar 1:3including racking of joints etc. complete fine finish : 25 mm thick 52 Supplying and fixing Ferro- cement cover with C.I. frame for chambers & man holes of size. 53 450mm dia, 5Kg. C.I. frame to with stand 3 MT center point load & minimum unfractured load of 1 MT. (Light duty). 54 Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion / rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I & II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200mm nominal bore. 55 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. 200 mm Nominal bore of pipe 56 Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.200 mm Nominal Bore. 57 S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia 58 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 59 Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 50 mm OD 6 kg / cm2 60 Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 16mm (suitable above 50mm & up to 75mm OD pipe) 61 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 6.0 Sq.mm 3 core flat / Round 62 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 63 150 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively.7.5 HP, 3-Ø, (76 - 96)Mtr, (285-180) LPM7.5 HP, 3-Ø, (76 - 96)Mtr, (285-180) LPM 64 SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . For Three phase Submersible / Mono block pump 7.5 HP to 10.0 HP ( DOL starter ) 65 Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. 66 P & F G.I. Pipes (External Work) with G.I. fittings excluding union(IS : 1239 Mark) including trenching & refilling earth etc. 25mm dia nominal bore B Class 67 Making connection of G.I. distribution branch with G.I. mainincluding all fitting Upto 25mm dia 68 Supply & fixing G.I. Union ISI marked in G.I. pipe line asrequired complete in all respect of size : 25mm dia nominal bore 69 Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5 m,including taking out the excavated soil and depositing andrefilling of jhiri with watering & ramming and disposal ofsurplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 70 Filling available excavated earth (excluding rock) in trenches,plinth side of foundation etc. in layers not exceeding 20 cm. indepth, consolidating each deposited layer by ramming andwatering including lead up to 50 meter and with all lift. 71 Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - All work up to plinthlevel. 72 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). 73 Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - All work up to plinthlevel. 74 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 75 Random Rubble stone masonary for foundation and plinth in Cement SandMortar above 30 Cm. thick wall in : 76 Cement Mortar 1:4 (1-Cement:4-Sand). 77 Brick work with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level in allshapes and sizes in 78 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 79 Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade 80 50mm thick 81 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge 82 Plaster on new surface on walls in cement sand mortar 1:4including racking of joints etc. complete fine finish : 83 25 mm thick. 84 Providing and fixing in CM 1 : 4 double paitam (rebated)stone door window and ventilator frames of approved quarry 85 Size 100x 75mm 86 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as perAnnexure ‘A’ 87 Commercial Veneer both side 88 30mm thick 89 Providing and fixing steel glazed window frame made out of80x40 mm hollow sheet section of 16 gauge thickness, jointmitred welded and grinded including hold fast of steel lugs13mm x 3mm and 15 Cm long embedded in C C block 15 x10 x 10 Cm of 1:3:6 nominal concrete and including fixing ofpivoted hinges of superior quality, window shutters made outof 50 x 25.0 mm hollow steel section 15 mm paitam of 18gauge thickness, joint mitred and grinded including 10mm x10mm square bars welded to frame for paitam fixing floatglass 4mm thick panes with glazing clips and metal sash puttyand fixing of shutters frames peg stay, U shape handle 100mm long, tower bolts 100 mm long of steel powder coatedsuperior quality including fixing and jointing with framehinges priming coat with steel primer complete in all respectas per direction of Engineer-in –charge 90 Window openable 91 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigmentetc complete. 92 600 mm X 600 mm 93 Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect. 94 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: 95 Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. 96 Painting with enamel paints of approved brand and manufacture to give an even shade two or more coats on 97 Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion holdfasteners including necessary filling up of gap Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in – charge .(Glazing and paneling tobe paid for separately). 98 Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 99 Providing and fixing wood panelling or panelling and glazingin panelled or panelled and glazed shutters for doors, windowsand clerestory windows (Area of opening for panel insertsexcluding portion inside grooves or rebates to be measured).Panelling for panelled and glazed shutter 25 mm to 40 mmthick 100 SS wire gauge 14 mesh x 24 gauge 101 Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 102 Half brick masonry in Superstructure , above plinth level uptofloor V level using bricks of designation 75 103 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 104 Parapet 105 Making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over P.V.C. Sheet 1Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges and making and finishing the out let complete. 106 Providing and Fixing Unplasticized Poly Vinyl Chloride(UPVC) SWR Pipes Type B for sciland waste dischargesystem (IS:13592 : 1992 Marked) of approved quality /make 107 110 mm dia 108 Providing and Fixing Unplasticized Poly Vinyl Chloride(UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 109 Bend 87.5 Dg 110mm dia 110 Bend 45 Dg 110mm dia 111 Random rubble dry stone Kharanja under floor 112 Providing & laying Chequered terrazzo tiles of approved make22mm thick with marble chips of size upto 6mm, in floors,jointed with neat cement slurry mixed wit pigment to matchthe shade of tiles including rubbing and polishing complete inall respect as per specification, on 28mm thick bed of C.M. 1:4 113 Medium shade using approximately 50% white cement and50% ordinary cement. 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