Construction Of Various Works Nani Forest Area Sikar- 2 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick Kitchen counter wall, front 3 Providing and fixing 1st quality standard Marble printed/ Granite Shade or Light/dark shad glazed tiles confirming to IS : 13753 & IS :15622 of size 300mm x 600mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). above Kitchen counter ,Kitchen below counter ,Kitchen counter wall,front,common Toilet ,wall,wall,less vent,add jambs,add sill,less gate,add jambs,Master bed room Toilet ,wall,wall,less vent,add jambs,add sill,less gate,add jambs,Visitor room Toilet ,Floor tile,wall,wall,less vent,add jambs,add sill,less gate,add jambs 4 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes.Staircase,Fiber chajja 5 Providing and applying P.U. paint of apporved brand and manufature to even shade. Two or more coats on New works. Staircase ,Staircase steps,Fiber chajja 6 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 3.0mm thick (Wt. 5.0 Kg./Mtr. Sq.)Fiber chajja,Fiber chajja 7 Providing & Fixing of of BLDC Technology ventilating fans , single phase with PVC impeller, ABS body, Double Ball bearing, automatic back lower shutter including making connection, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .250 mm sweep with Min. Air delivery 1150 cmh, 1300 RPM Each 2741exhaust fan 8 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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils UG tank inner 4.5 x 2.5 X 1.8 9 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. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). UG tank inner 4.5 x 2.5 X 1.8 10 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand),Wall LW,Wall SW 11 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate.UG tank inner 4.5 x 2.5 X 1.8 12 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick,UG tank inner LW,UG tank SW,UG tank flooring,outer,UG tank LW,UG tank SW 13 Finishing with neat cement (punning).UG tank inner LW,UG tank SW,UG tank flooring 14 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,UG tank inner 4.5 x 2.5 X 1.8 15 Grading roof for water proofing treatment withwater proffing compoundCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) UG tank inner 4.5 x 2.5 X 1.8 16 Painting exterior surface ofWallwith 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 ,New Work,outer,UG tank LW,UG tank SW,above 17 SupplyingandfixingFerro- cementcoverwithC.I.frameforchambers&manholes of size.,Rectangular shape 600 x 450 mm,to withstand 3 MT center point load & minimum unfracturedload of 1 MT. (Light duty).,chamber 18 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.adding Railing height of 1mtr,Length334 mtr left + 954 mtr right,Total length = 334+ 954 =1288 19 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide,adding Railing height of 1mtr,Length334 mtr left + 954 mtr right,Total length = 334+ 954 =1288 ,pillar @ 4.5 mtr C/c, nos =1288/4.5+1 =288 nos,pillar @ 20 mtr C/c, nos =1288/20+1 =65 nos,Railing length =1288-(288+65)*.38 =1154 mtr,Y shaed angle for each pillar ISA 50 X 50 X 6 mm 20 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),Length334 mtr left + 954 mtr right,Total length = 334+ 954 =1288 21 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc.pillar @ 4.5 mtr C/c, nos =1288/4.5+1 =288 nos,pillar @ 20 mtr C/c, nos =1288/20+1 =65 nos 22 Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).pillar @ 4.5 mtr C/c, nos =1288/4.5+1 =288 nos,pillar @ 20 mtr C/c, nos =1288/20+1 =65 nos 23 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :25 mm thick.,pillar @ 4.5 mtr C/c, nos =1288/4.5+1 =288 nos,pillar @ 20 mtr C/c, nos =1288/20+1 =65 nos,sides,sides,top 24 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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils Water tank 2.5 mtr high & inner 2 mtr width & .15 mtr wide wall,plinth protection wall 25 Random rubble dry stone Kharanja under floor.,Water tank 2.5 mtr high & inner 2 mtr width & .15 mtr wide wall,below plinth protection flooring 26 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).,plinth protection wall ,above ngl 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.M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size).Water tank 2.5 mtr high & inner 2 mtr width & .15 mtr wide wall,plinth protection wall ,below plinth protection flooring 28 Providing and laying in position specified grade ofcement concrete forall 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 ,Water tank 2.5 mtr high & inner 2 mtr width & .15 mtr wide wall 29 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Walls (any thickness) including attached pilasters,buttressesplinthandstring course.wall outer,wall outer 30 Add extra for shuttering in circular work (in respective centering and shuttering items) wall outer 31 Providing and Placing in position suitable PVC water stops conforming to IS:12200for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm wide),sacing .6 mtr ,wall 2.5 mtr high, no of construction joint =2.5/.6+1 32 Walls (any thickness) including attached pilasters,buttressesplinthandstring course.,wall 33 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Arches, domes, vaults etc. up to 6 Mtr span. ,slab,extra 40% for dome 34 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five 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 reinforcementfor Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix ,slab,extra 40% for dome 35 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 (Conforming of relevent IS code),steel @ 100 kg per cum of concrete 36 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.,75mmthickwith20mmthicknominalsizeaggregate.,Water tank 2.5 mtr high & inner 2 mtr width & .15 mtr wide wall,plinth protection flooring 37 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick,wall outer,wall inner,above, plinth protection wall 38 Finishing with neat cement (punning).,Water tank 2.5 mtr high & inner 2 mtr width & .15 mtr wide wall,wall inner 39 Painting exterior surface ofWallwith 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 New Work,wall outer,above 40 SupplyingandfixingFerro- cementcoverwithC.I.frameforchambers&manholes of size.Rectangular shape 600 x 450 mm,to withstand 3 MT center point load & minimum unfracturedload of 1 MT. (Light duty).,above tanki
